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17014 59TH AVE NE_BLD20077619_2026
e CITY OF ARLINGTON 238 N OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20080135 BUILDING . Project Address: 17014 59TH AVE NE, ARLINGTON Parcel No: 3 1052700202 100 PROPERTY OWNER APPLICANT CONTRACTOR TRIBE OF INDIANS STILLAGUAMISH TRIBE OF INDIANS STILLAGUAMISH SNOHOMISH COUNTY EXCAVATING 3310 SMOKEY POINT DR 3310 SMOKEY POINT DR 410 148TH ST NE PO BOX 277 PO BOX 277 ARINGTON,WA 98223 ARLINGTON,WA 98223-7719 ARLINGTON,WA 98223-7719 Phone:360 653-1104 XI I Phone:360 653-1104 XI I LICENSE#:SNOHOCEI76P4 EXPA/20/2009 Email: Email: PLUMBING1 1R MECHANICAL CONTRACTOR Lid: Lic#: Ex : JOB DESCRIPTION UNDERGROUND FIRELINE VALUATION: $22,000 PERMIT TYPE:Commercial PERMIT GROUP:Fire Sprinkler NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: PROPOSEDEXISTING AREA AREA BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONT1SETBACK RE UIRED: PROPOSED: RE UIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O ]REQUIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. 0 Signature Print Name Prate eleased By Da ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBCI09/IBC I 10/IRC110. ARCHIVE APPLICANT ASSESSOR OTHER BLD20080135 CONDITIONS • 1.FDC to be remote from the structure in an approved location.per T.C. • Per Cross Connection requirements the BFP must be as installed at property line or at the closest distance possible from the main.per G.T.-Utilities. Call 360 403-3526 X-3542 prior to install. PERMIT FEES ,D'esciriptfon �. Fee Amount Paid Balance Due. C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 Hydro/flush $341.40 $0.00 $341.40 Inspection $340.40 $0.00 $340.40 C-Building Plan Review Fee $271.54 $0.00 $271.54 Total Due: $953.34 $0.00 $953.34 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection beingrequested,Contact Name and Phone Number,Date Prefereed,and whether you refer morningor afternoon. • None rryes -Iltt I1 �.f...... � ' t•Jitt7t7r:�'1' :tilA 'N v3}� ' 1 vv'' r r BLD-Building Permit Ver:2008B Pricwi . u - NBLD20080135 =� �Ow, o�yner: ST1LLAGUAMISH,TRIBE OF INDIANS APPLIED status: W address: 17014 59TH AVE NE,ARLINGTON post date. 5/23/2008 r_ r 'r data screens:ISelect Screen_.. funchoris: Select Permit Function... Rim REVIEWS r i iddli��ilx RamoveReTtlx Print (lose 1 A%W*&j _ � t 1014 P-Public Works I LT;;YLOR 6117/2008 0 Y N Ass>Gta t r 1016 P-Public Wo*s lI LRUPERT 6/17/2008 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 6il7/2008 0 Y N ASSGN 2000 C-Suilding I CYOUNG 6/17/2008 0 Y N ASSIGN 2008 C-Community Development I BFECHT 6/1&12008 2 Y N ASSIGN 3004 X-Fire TCOOPER 6/17/2008 0 Y N ASTGN 4000 0-Fire Consultant 6/17/2008 0 Y N ASSIGN IT. F I t�—F F F F Fq toed koa wt 3�l00°k - a �'Start �t _J=1 " P&MkTrax-LIVE-hfeth.,.I GLD200W135-hfech_ Inbox-h aw0ft Outlook I a•�_j 5:t0 PM Tuesday,Jun 03,2008 05:10 PM 1 K I I�T L E Y b" 1010 SE Everett Mal(Way cc . Suite 102Everett WA 98208 Phone:425.609.0400, Fax:425.609.0410 June 2, 2008 LETTER OF TRANSMITTAL TO: City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 ATTENTION: Brenda PROJECT: 08652 JOB NUMBER: Stillaguamish Counseling Center WE ARE SENDING YOU ❑Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Other: . COPIES DATE NO. DESCRIPTION 5 5/22/08 Stillaguamish Counseling Center Civil Sheet 7 5 5/22/08 Stillaguamish Counseling Center Civil Sheet 5 I THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit_ copies for approval ® For your use ElApproved as noted ❑ Submit _copies for distribution ❑As requested ❑ Returned for corrections ❑ Return _corrected prints For review and comment ❑ FOR BIDS DUE REMARKS: Please contact Brad Erdahl at 425-231-6705 if you have any questions. SIGNED: Patti Knutson, Project Engineer CC: File P:\All Jobs\08652 Stillaguamish Counseling Ctr\Permits\Civil Sheets 5,7 Transmittal 6-2-08.doc Last Revised: 10 rI! f 1131211 FS—ht BLD20080135-lifecht-Microsoft Internet Explorer provided by City of Arlington - =`j BLD-Building Permit Ver:2108E Priority 9BLD20080135 irc fr:T. 1'I:hv r' Yeha owner: STILLAGUAMISH,TRIBE OF INDIANS status: APPLIED - Tools Web Images address: 17014 59TH AVE NE,ARLINGTON post date. 5/23/2008 Sin in PERMITS data screens:I Select Screen . functions: Select Permit Function- Gooic REVIEWS Web AMRrdnr ( RasonRnim Plot Clese seconds) - Yahoo[ Welcome to Yahi 1006 P-Engineering III TCROSS 6117/2008 1 Y Y ASSIGN J `- for,get in touch v 1012 P-Pre-Treatment DRANDOLPH 6/13/2008 1 Y Y ASSIGN ®Show stock au • WWs yahoo.com 1014 P-Public Works I LTAYLOR 6/17/2008 1 Y Y ASSIGN t Mail 1016 P-Public Works 11 LRUPERT 6/17/2008 0 Y N ASSIGN Finance — Messenae 1026 P-Utilities Fees RSHEPARD 6/17/2008 1 Y Y ASSIGII Games 1028 P-Water EANDERSON 6/13/2008 1 Y Y Assr, 1032 P-Utilities I GSCHLAGEL 6113/2008 1 Y Y Asn' Yahoo[Mail:T 200o C-Building I SBLACK 6/20/2008 1 Y Y ASSIGN Get free web-bas space,and feels 200$ C-Community Development I BFECHT 612012008 4 Y IJ ASSIGN • mail yahoo corn 3004 X-Fire TCOOPER 6/17/2008 1 Y Y ASSIGN • Yahoo[Searct 4000 0-Fire Consultant 6/17/2008 1 Y Y ASSIGN The search engin;Done (— ( [v I local trGanet +�to0% - information,video,images,and answers from all across a... search.yazhoo.coml-Tk-Cached-Si rli.il_w r.-p z s t Yahoo!Weather • Yahoo weather including forecasts, resources and categories. • .,F.eather,yahoo-com€-32k-Cached-Similar page: • The top news headlines on current events from Yahoo!News • Use Yahoo!News to find breaking news,current events.the latest headlines,news photos, —I t� t r f 1 1 f 1 r�{—I_jnternet. 'i.IW% l�!Stm't 0 ,] Rbox-MUrosoi2Outlook I -JUntlded-Message(HTML) a Internet Explorer 2:14PM Wednesday,Jun 18,2008 02:14 PM i June 6, 2008 TO: Scott Black Department of Community Development City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: New counseling center for the Stilliguamish Tribe 17014 59`h Avenue NE Arlington, WA BLDG20080135 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM UNDERGROUND FIRE LINE We have reviewed the plan submitted for the Automatic Sprinkler System Underground Supply Line. 1. The underground fire line shall be 6 inch minimum size. 2. Provide thrust blocks at every change of direction to the underground supply line. Note: use of field loc gaskets and/or 100 per cent meg a lugs may be considered 3. The installation shall be done by a licensed contractor that has a State of Washington Fire Service Underground license. 4. A 200 psi hydrostatic test of the underground fire line is required. The test will be for 2 hours and witnessed by the Fire Inspector. 5. A flush test using 2—2 1/2 inch hoses with sacks on the ends will also be required in the presence of the Fire Inspector. 6. All inspections and tests will also be coordinated with the City Of Arlington Public Works Department including purity tests. For inspections and tests, contact Jim Tracy at 206-940-9622. Of 0!S/22/2008 07:55 42560900-ZO KIRTLEY COLE PAGE 02/02 55/22/2008 07:39 3506627638 PAGE 01/01 05/22/2008 56".n 4256090410 KIR'i1.t:,Y LIMh ME 01161 L> ra,�"L FIRE SPRINKLER f�=���n CU��v �Ia5 PERMIT APPLICATION � ,�j f Community l�eve/a mans �� Y tiOti(/1�Y D�epprtment o Com tY G City Of Arlington•230 N prympic Avg.•Ariington,WA StM•Phone(360)403 3601 ,PAX(300)403 3447 THIS APPLICA770N MUST BE ACCOMPANIED BY FIVER sF7,s dF COMPLETE AND SCALED PLANS,r.AIE(s) SETS OF HYDRALIC C"OL/LA 770NS,FIVE(5)SETS OF 1:Q(JIPMF_NT SIFCIi'It'A r1ONS 1+OR EACH PIPE SPRINKLER P6)gM1'rAPPfJCA77DN.INCLUDE PL°C11RICAL PLANS WHE'REAPPLICAt3l..E.ALSOWMII,M SPECIFICATION 5"?!VS, WIRING DIAGRAMS(POINT TO DINT W AINQ),AND AU OTHER/NFORMA770N ON ALL EQUIPMENT M 81�INSTALLED PRIOR TO INSTAI.LA77ON. I►a l< t76r,1Kr,/^ O o Ir--s r,,, 4 p p,--' 1FO p Lf Type of Permit. ( j Now FirA Sprinkler ( ) Rra Sprinkler Add/Alt 'gunderground Fire Lin Project Address. /2�/4 5'q fh ;) R'° P A a��-c Q - V o S 2"7a D z a Z I n eD Frmck valuation: ! Number of Heads: ,l I Buikflnq Area(Sq Ft); t?�n►rtr rt !i LS�a.[81�� /srd/ h� Phan Numtaer; !LQ. �5�•//0 4 X/1 st t,;., a1 1� yam; CPn�,ilat Parson: � ^�iI t°.�� --PWeA�IVuml�r;_��p D • re 3'I�D'�}�(// Cep Phone., Allft FW IV)Q E-mail; N 4 rAddtrss: .�N�A Gty: AlIA 9Mb, N/'L zlpCode: AIIA coramata" In 14VM L5 t'f I-p U n.l t"1 L'a r t'r ti/C Phone Numper: ,Address: III D • jae 91 cST Ale city:IQ4"A4E-fan! st�t!�: M iw Dada. A '1 Contraetor'sLlWhseMn*., i)tiIv 00 F�piration 4 So 7 I hereby certify that the ah" intnrmaWn la e0m* t and that the cons(tuclion on, and the rxwpancy and the use of the above. dr! 6bood proporty 011 be in occwrttanm won the It ,lutes dltti mplatlon of the State of WashlVm. Appltoa SignAtUt Oate 40 P6nt!0.ppg0ants Ndmme T. RECEIVED tAaYa JUN• 0 3 2008 (={aA PERMIT C F.NT COA PERMIT CENTER €ORISTAFF 17014 59TH AVE NE BLD2008 0135 STILLAGUAMISH TRIBE Adeap(*d 8y AmeeiM!Raop►e WLm Pormis^24 R"e 10 p dp eb �T3-0 G,S 77(-0 Cv m Q. l (c �� ( 4�4 t V Ukj),/(CA)i Ova, n Ire_- 05/22/2008 07:55 425609P1PL KIRTLEY COLE PAGE 02/02 (55/22/2006 07:39 350652,uad PAQE 01/01 85/22/`OS 66.31 4256890410 KIRILLY WLl F'A5K 01151 FIRE SPRINKLER I* PERMIT APPLICATION vapnt tment of Cv►nmuoit(y mveropmant City Of Arlington•238 N Olympia Ave.-ArllrVon,WA A8223•Phone(360)403 3551 -PAX(380)403 3447 'THIS APPLIC,A770M MUST BE ACCOMPANIED BY FAf (5)SETS OF COMPLETE AND SCALED PLANS,FIVE(s) SETS OF N4'DRALIC CAfi ULA T10NS,FIW(S)SETS OF L=QUIPMFNT S; CIMCArIOAfq POP EACH FIRE SPRINKLER PePmI,T APPIJGATION. INCLUDE tLEClPICAL PLANS MNHEREAPPLICAS E,AL..SO INCLUDE SPECIFICATION S/•11!'1°TS, WIRING DIAGRAMS(POINT TO POINT WNNC),AND ALL 07NER INFORAIA77ON ON ALL ErQUIPMEN7'M 8r INSTALLED PR10R TO INSTALLATION. Type of Permit: ( ) New FirA Sprinkler ( )Fire Sprinkler Add/Alt Xunderground Fire Unrs j��/� �'�9fti - A �v ���+ �Dg PAttY?f IDS; 1105 2- 00.20 z 100 Project Address: -�j Project vnluaoon: �, 'g 8 D Number of Hems' Bulkfin.q Area(Sq Ft): AJIA 0"ar, uq K,'6 j 7—Rt br OL .ad i"t IVS Phone Number,, 5 o /I Mdrso: ?.� nAh�.R /z°�`�°C:y.L �L.r .10 stntt,: MJ A Gonfaat Person: H A 5 h le-, IV Numbar: (e 0 f 5 3•1�0 IY /l Gel Phone: Aft FCC AllA AddrM: ....L (,R,., Clty: Al testa: N Zip Code: I A cantraaterx Lste 5 ti L co a ri t`7CL'AY-A7-,AJc _ Phone N�urn`?0(. -3� Address. �f_!�'_/ „� c�.� AI Cu,)f&WAWbA! : �..zlp code: z�f22� Contrartnr's Licetr�e";;,~~►•�.r: c3►.lc��t� 6�f0,0� �Rpiratitpn: `�,�O�d �/ ` - - +�++wr r I hereby certify that the BMW infbrnkawn is mrraCt and thk the cont9tu ion on, and the ragsuPancy and the use of the above- dw0od proparty milt be In accsxdancv w9lf the II ,rules anti regulation of the State of waahinglon. ,0 Appifoa ipnAturra luate P"nt,App10Qrstc rI©me RECEIVED MAY 2 3 20L 1 COA PERMIT CENTER FOR STAFF uAr.omt y Pemtil�P 4WOPfYd By AMInt Ruvopm4 GntcI of v or�F Reoolaep -� WMI Forms—94 Rage 1 of 1 Ol?IAd eb r I I I 05/22/2008 07:55 42560904/0 KIRTLEY COLE PAGE 01/02 1010 SE Everett Mall Wa7i, Suite 102 Awi:i Everett, WA 98208 .Phone: (425) 609-0400 Fax: (425)609-0410 Fax Laver Sheet Date: May 22, 2008 To: City of Arlington From: Patti Knutson Fax: 360-403-3447 Fax: 425-609-0410 Phone: 360-403-3551 Phone: 425-609-0400 Total pages including cover sheet: 2 Subject: Fire Sprinkler Permit Application Message: Please see the attached Permit Application for the Underground Fire Line and call Brad Erdahl at 425-231-6705 if you have any questions. Thank you, Patty Knutson for Brad Erdahl RECEIVED MAY 2 3 ?1Y COA PERMIT CENTER Fnx.dkit PAGE 1 OF I Last RoViRod:110I05 • 1 - r ■ r , • ■� I I r r ` ■ ■ 7 ■ 7 ti -J • NOT -OW • � 1 ri 1 ■ i . r ■ A I -Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Topic Index Contact Info Search Wwhinslon StDtc E)c f LAbora eHome Safety Claims&Insurance Workplace Rights Trades Ft Licensing Find a Law or Rule Get a Form or Publication: *j Help Look Up a Contractor, Electrician or Plumber Printer Friendly Version General/Specialty Contractor A business registered as a construction contractor with Lai to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License SNOHOCE176134 Licensee Name SNOHOMISH COUNTY EXCVTNG INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600505369 Ve 'y Workers Comp Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 410 148TH NE Address 2 City ARLINGTON County SNOHOMISH State WA Zip 98223 Phone 3606592147 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/24/1983 Expiration Date 4/20/2010 Suspend Date Separation Date Parent Company Previous License Next License CITYBBN929JN Associated License Business Owner Information Name Role Effective Date Expiration Date DEYO, CHARLES M JR 01/01/1980 DEYO,TREVOR R 01/01/1980 WATSON, LAURIE L 01/01/1980 01/01/1980 Bond Information Bond Bond https://fortress.wa.gov/lni/bbip/Detail.aspx?License=SNOHOCE176P4 5/23/2008 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of 3 Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date TRAVELERS CAS Et Until #6 SURETY CO 206085999 10/01/2001 Cancelled $12,000.00 08/20/2001 TRAVELERS CAS Et #5 SURETY CO 206085999 10/01/2001 10/01/2001 1$6,000.00 08/20/2001 RELIANCE Until #4 SURETY CO 6085999 110/01/1997 Cancelled 10/01/2001 $6,000.00 TIG SPECIALTY #3 INS CO AIC3249901 10/01/1992 10/01/1997 $4,000.00 NEW SOUTH INS #2 CO 111683 10/01/1984 10/01/1992 $4,000.00 ALLIED FIDELITY #1 INS CO AC037548 110/15/1983 10/15/1984 Savings Information No Matching Information Insurance Information Company Effective Expiration Cancel Impaired Received Insurance Name Policy Number Date Date Date Date Amount Date CONTIENTAL #17 WESTERN INS CWP2510971 05/10/2006 05/10/2009 $1,000,000.00 04/21/2008 CONTINENTAL #16 WESTERN INS CWP2510971 05/10/2004 05/10/2005 $1,000,000.00 05/10/2004 OHIO CAS INS #15 CO BKO0352952601 05/10/2003 05/10/2005 $1,000,000.00 03/10/2003 OHIO CAS INS #14 CO BKO0352952600 05/10/2002 05/10/2003 $1,000,000.00 05/21/2002 LIBERTY #13 NORTHWEST COA000148001 04/20/2002 04/20/2003 $1,000,000.00 04/15/2002 AMERICAN STATES INS #12 CO 010E5640083 04/20/2001 04/20/2002 04/09/2001 AMERICAN STATES INS #11 Co 010E56400820 04/20/2000 04/20/2001 AMERICAN #10 STATES 010E56400810 04/20/1999 04/20/2000 #9 CNA INS CO B129707278 04/20/1997 04/20/2000 #8 CNA INS CO B1029707278 04/20/1996 04/20/1997 #7 CNA INS CO B1029707278 04/20/1996 04/20/1997 #6 CNA 1029707278 04/20/1995 04/20/1996 AMERICAN STATES INS #5 CO 01AP0848349 10/13/1993 10/15/1994 AMERICAN #4 STATES 01AP084834 10/15/1992 10/15/1993 AMERICAN #3 STATES 01AP0848343 10/15/1987 10/15/1992 AMERICAN STATES INS Until #2 CO 101 AP 084834-1 10/01/1985 Cancelled https://fortress.wa.gov/lni/bbip/Detail.aspx?License=SNOHOCE 176P4 5/23/2008 KOSNIK ENGINEERING, PC NEW COUNSELING CENTER STILLAGUAMISH TRIBE Arlington, Washington Structural Calculations for Permit Submittal, 20744 iij �! Project No. K-07-035 November 2, 2007 1051119th AVE SE, Suite C,Everett,WA 98208 ♦ (425)357-9600 (phone) ♦ (425) 357-9622(fax) MOM, New Counseling Center Stillaguamish Tribe KE Job. No. K-07-035 STRUCTURAL CALCULATIONS INDEX Section Design Criteria 1 -4 Roof Framing 5 - 15 Canopy Framing 16- 17 Canopy CMU Wall Pier Review 18-24 Building CMU Wall Review 25 -40 Building Lateral Analysis and Design 41 —46 Tower Feature Roof Framing 47—48 Appendix A Miscellaneous Data A1 —A6 • :. I I :� `a LOADING DESIGN CRITERIA VERTICAL LOAD DESIGN: SLAB ON GRADE 250 PSF OCCUPANCY LL ROOF 25 PSF SNOW LOAD WIND LOAD DESIGN: BASIC WIND SPEED = 85 MPH- EXPOSURE 'B' Ps= 15.0 PSF Iw= 1,0= IMPORTANCE FACTOR FOUNDATION DESIGN: FOUNDATION DESIGN IS BASED ON THE FOLLOWING ASSUMED VALUES TYPICAL OF THE SOIL TYPES WITHIN THIS REGION. THESE VALUES ARE TO BE VERIFIED BY A GEOTECHNICAL ENGINEER OR TECHNICIAN AT THE TIME OF CONSTRUCTION; FOUNDATION TYPE: SHALLOW SPREAD FOOTINGS ALLOWABLE BEARING PRESSURE: 21000 PSF PASSIVE RESISTANCE; 200 PCF EFW COEFFFICIENT OF BASE FRICTION 0,35 SEISMIC DESIGN: STRUCTURAL SYSTEM; SPECIAL REINFORCED MASONRY SHEAR WALLS, IMPORTANCE FACTOR, Ie = 1.0 SITE CLASS = D SDs = 0.777 SD1 = 0,367 SEISMIC DESIGN CATEGORY, SDC = D R = 5.0 RESPONSE MODIFICATION FACTOR Wo = 2,5 SYSTEM OVER STRONG FACTOR Cd = 3.50 DEFLECTION OVER STRENGTH AMPLIFICATION FACTOR t KOSNIK SHEET: 2 ENGINEERING DATE: 4 CONSULTING STRUCTURAL ENGINEERS _EEg:WE��� t'� �1�.,/rt �1 '/ j� 9f PROJECT NO: �G. •6 0 ! i y � ! --- + Cam_�'✓u� �_�o�� f�� _ .._---_` --- -r I Q�----�-'���--�' � _�� --� 2 --�- � --1 _ a, J l 7m stillaguamish Tribe Kosnik Project Sheet 4REngineering Counseling Cntr - Arlington WA Date • 2 - A Professional Service Corporation Job No K-07-035 RfT 14 i1 C • n , q ' • a ,d = %� Gµ 2 0 /1N � COhs(1�!� r I` E: f Surcharge Load j Due to Drifting i h0 hd pd Balanced Snow Load L� hb - w FIGURE 7-8 CONFIGURATION OF SNOW DRIFTS ON LOWER ROOFS I c ` 10 i I If 1„> 600 ft, use equation /„=600 ft i 8 400 l 200 6 I � rn 1 10.0 ` � 4 25 i 2 If /„< 25 ft, use /„=25 ft I hd=0.43 3 /u a pg+ 10- 1.5 f i 0 1 20 40 60 80 100 I I pg, Ground Snow Load (Ib/ft2) j To convert Ib/ft2to kN/m2, multiply by 0.0479. To convert ft to m, multiply by 0.3048. FIGURE 7-9 GRAPH AND EQUATION FOR DETERMINING DRIFT HEIGHT,hd i i • I i Minimum Design Loads for Buildings and Other Structures 91 qLL r Kosnik Project Stillaquamish Tribe Sheet )KEnineerin Counselinq Cntr - Arlin, to�q n WA pie I ( � I,� C�� g 9 A Professional Service Corporation Job No K-07-035 Typel Nr_7P, T��c�> �j" � t�l�® � yp f - _ �- ® 1%2" (38 mm) Deep Roof Deck Primer Painted or Galvanized M Dimensions E E 3%2" 2!/2" 6" E U 1%2" E 0: o + E > J 36 13 „ E _I E PLB-36/HSB-36 HSB-SS-36 HSB-30 NESTABLE E c Standard Interlocking Screw Fastened Overlapping Sidelap Sidelap Sidelap Available 30"Wide- Special Order c Deck Weight and Section Properties Weight(psf,N/m2) J Properties per ft(m)of Width Allowable Reactions per ft(m)of Width (lb, N) 6 Galv l _ End Bearing Interior Bearing G60 in.4 in. in. 2" 3" 4" 3" 4" �� Gage Z180 Painted mm4 mm3 mm3 51 mm 76 mm 102 mm 76 mm 102 m 22 1.9 1.8 0.175 0.187 0.198 487 585 683 1250 1498 91.0 86.2 238,978 10,054 10,645 7,107 8,537 9,968 18,242 21,862 20 2.3 2.2 0.216 0.235 0.248 665 784 903 1790 2118 110.1 105.3 294,967 12,634 13,333 9,705 11,442 13,178 26,123 30,910 2.9 2.8 0.302 0.322 0.335 1226 1407 1588 3062 3551 18 138.9 134.1 412,408 17,312 18,011 17,892 20,534 23,175 44,687 51,823 16 3.5 3.4 0.377 0.411 0.417 2208 2484 2761 4789 5266 167.6 162.8 514,827 22,097 22,419 32,223 36,251 40,294 69,890 76,851 Note: Bending strength limited to 22,800 psi (157,200 kPa). Attachment Patterns to Supports � 36/4 6 Metric 36/5 ® ® ® Conversions 1 2" 38 mm Q 1 4" 44 mm 36/6 ti 2 2" 64 min E 3" 76 mm 36/7 ® ® p ® 3'2" 89 m 6" 152 mm 36" 914 mm . 26 n VERCO MANUFACTURING CO. Catalog VR1 e c � Gil lr�/='�✓�.��1��f�" TM 1%" (38 mm) Deep Roof Deck a 10 Primer Painted or Galvanized 9 ' ALLOWABLE UNIFORM LOADS (psf, NIM2) SPAN (ft-in.,mm) 4'-0" 5'.0" 5'-6" 6'.0" 6'-6" 7'.0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11--0" 11'-6" 12'-0" ! SPAN GAGE 1,220 1,520 1,680 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 3,350 3,500 3,660 r- M 178 114 94 79 67 58 51 44 39 35 31 28 �^ D STRESS 8523 5,458 4,501 3,783 3,208 2,777 ,442 2,107 1,867 1,676 1,484 1,341 p n 22 L/240 +++ 92 69 53 42 34 27 22 19 16 13 11 D 4,405 3,304 2,538 2,011 1,628 ,293 1,053 910 766 622 527 ' STRESS 223 143 118 99 85 73 64 56 49 44 40 36 32 30 27 25 10,677 6,847 5,650 4,740 4,070 3,495 3,064 2,681 2,346 2,107 1,915 1,724 1,532 1,436 1,293 1,197 I.V 20 L/240 222 113 85 66 52 41 34 28 23 19 17 14 12 11 9 8 10,629 5,410 4,070 3,160 2,490 1,963 1,628 1,341 1,101 910 814 670 575 527 431 383 1 Z STRESS 300 196 162 136 116 100 87 76 68 60 54 49 44 40 37 34 t U) 18 14,364 9,385 7,757 6,512 5,554 4,788 4,166 3,639 3,256 2,873 2,586 2,346 2,107 1,915 1,772 1,628 L/240 ... 159 119 92 72 58 47 39 32 27 23 20 17 15 13 11 P 7,613 5,698 4,405 3,447 2,777 2,250 1,867 1,532 1,293 1,101 958 814 718 622 527 300 250 207 174 148 127 111 98 86 77 69 62 57 52 47 43 STRESS 14,36411,970 9,911 8,331 7,086 6,081 5,315 4,692 4,118 3,687 3,304 2,969 2,729 2,490 2,250 2,059 16 L/240 - 198 149 115 90 72 59 48 40 34 29 25 21 19 16 14 9,480 7,134 5,506 4,309 3,447 2,825 2,298 1,915 1,628 1,389 1,197 1,005 910 766 670 STRESS 188 120 99 84 71 61 54 47 42 37 33 30 22 9,001 5,746 4,740 4,022 3,399 2,921 2,586 2,250 2,011 1,772 1,580 1,436 L/240 +++ +++ +++ ♦♦+ +++ +++ .. +++ +++ ♦.. 32 28 1,532 1,341 STRESS 236 151 125 105 89 77 67 59 52 47 42 38 34 31 29 26 11,300 7,230 5,985 5,027 4,261 3,687 3,208 2,825 2,490 2,250 2,011 1,819 1,628 1,484 1,389 1,245 W 20 --I 47 40 34 29 26 22 20 I m L/240 +++ ++ +♦♦ ♦♦♦ ♦+♦ ♦++ ♦+♦ ♦+♦ ♦++ 2 250 1,915 1,628 1,389 1,245 1,053 958 STRESS 300 204 168 141 121 104 91 80 70 63 56 51 46 42 39 35 0 1 O 14,364 9,768 8,044 6,751 5,794 4,980 4,357 3,830 3,352 3,016 2,681 2,442 2,202 2,011 1,867 1,676 I v 56 48 41 36 31 28 L/240 ... ♦♦+ ... ... ♦.. ♦♦+ +++ ♦♦♦ +++ ♦♦♦ 2 681 2,298 1,963 1,724 1,484 1,341 I STRESS 300 254 210 176 150 129 113 99 88 78 70 63 57 52 48 44 16 14,364 12,162 10,055 8,427 7,182 6,177 5,410 4,740 4,213 3,735 3,352 3,016 2,729 2,490 2,298 2,107 I L/240 ... +++ ... ... ♦.. ♦♦+ ... ♦♦+ +++ ♦++ 70 60 51 45 39 34 3,352 2,873 2,442 2,155 1,867 1,628 I 235 150 124 105 89 - 77 67 59 52 46 42 38 STRESS 11,252 7,182 5,937 5,027 4,261 3,687 ,208 2,825 2,490 2,202 2,011 1,819 22 - - L/240 +++ ... ♦.. 100 79 63 51 42 35 30 25 22 4,788 3,783 3,016 2,442 2,011 1,676 1,436 1,197 1,053 STRESS 295 188 156 131 112 96 84 74 65 58 52 47 - 43 39 36 33 W 20 14,125 9,001 7,469 6,272 5,363 4,597 4,022 3,543 3,112 2,777 2,490 2,250 2,059 1,867 1,724 1,580 J L/240 ... +++ ... 124 97 78 63 52 44 37 31 27 23 20 18 15 IL 5,937 4,644 3,735 3,016 2,490 2,107 1,772 1,484 1,293 1,101 958 862 718 300 255 210 177 151 130 113 99 88 79 71 64 58 53 48 44 18 STRESS 14,364 12,209 10,055 8,475 7,230 6,224 5,410 4,740 4,213 3,783 3,399 3,064 2,777 2,538 2,298 2,107 L/240 ♦.. ♦.. ... 173 136 109 89 73 61 51 44 37 32 28 25 22 f 8,283 6,512 5,219 4,261 3,495 2,921 2,442 2,107 1,772 1,532 1,341 1,197 1,053 STRESS 300 300 262 220 188 162 141 124 110 98 88 79 72 65 60 55 1 c 14,364 14,364 12,545 10,534 9,001 7,757 6,751 5,937 5,267 4,692 4,213 3,783 3,447 3,112 2,873 2,633 V L/240 t++ +++ +++ 216 170 136 111 91 76 64 54 47 40 35 31 27 10,342 8,140 6,512 5,315 4,357 3,639 3,064 2,586 2,250 1,915 1,676 1,484 1,293 Catalog VR1 VERCO MANUFACTURING CO. ® 27 Kosn i k Project � i LU '�tVbt�� sneer _ __ Engineering Date - � — A Professional Service Corporation Job No Lv t W - �. .- /VV? biq ECONOMICAL JOIST GUIDE Combined K, VS, LH & DLH Series Load Table Joist Allowable Joist All.-w.-ble Joist '6 Allowable Joist Allowable Joist Loads(PLF) Weight J6ist Loads(PLF) Weight Joist Loads(PLF) Weight Joist Loads(PLF) Weight Type Total Live (lbsJfL) Type Total Live (lbs./ft.); Type Total Live (lbsJft.) Type Total Live (lbs. -A 16K 3 193 106 5.9 24LH 7 727 545 15 24K 9 423 286 10 26K 5 265 183 7.9 18K 3 218 136 6.2 24LH 8 776 579 16 28K 8 456 364 10 24K 6 266 169 8.3 16K 4 232 124 6.7 24LH 9 913 677 19 28K 9 496 395 11 28K 6 312 232 8.7 20K 3 243 170 6.6 24LH10 965 718 20 28K10 516 410 ii �Lb9C7 9.1 18K 4 263 159 7.0 24LH11 1017 752 21 28LH 6 552 443 13 28K 7 348 257 9 20K 4 293 199 7.4 28LH 7 624 499 14 30K 7 373 297 9.5 18K 5 296 179 7.7 28LH 8 668 533 15 28K 8 384 282 9.9 22K 4 324 242 7.8 24LH 8 707 480 17 26K 9 387 262 10 20K 5 330 223 8.1 28LH 9 823 656 17 30K 8 413 325 10 22K 5 365 272 8.7 24LH 9 832 562 20 28K 9 418 305 11 26K 5 434 384 8.0 SM28LH10 900 714 19 30K 9 449 352 11 24K 6 435 354 8.4 20K 4 240 147 7.2 28LH11 965 763 20 30K10 474 374 12 28K 6 511 486 9.1 18K 5 242 132 7.6 28LH12 1060 835 23 28LH 6 507 373 13 28K 7 550 522 _ 9.5 20K 5 271 165 7.9 28LH13 1105 872 23 24LH 6 530 331 15 18LH 5 581 345 14 24K 4 290 215 8.1 28LH 7 573 421 15 20LH 5 595 395 13 22K 5 299 201 8.4 24LH 7 588 367 16 18LH 6 648 377 15 22K 6 326 219 8.4 28LH 8 614 449 16 - r 24LH 6 708 567 14 26K 5 356 .285 8.0 +9 24LH 8 622 388 17 24LH 7 778 623 15 24K 6 357 262 8.5 28LH 9 755 553 18 20LH 7 786 518 16 26K 6 387 309 8.6 28LH10 826 602 21 24LH 8 830 662 16 28K 6 418 361 8.9 20 a 28LH11 886 643 21 24LH 9 977 775 18 22K 9 436 287 10 20K 6 246 137 8.7 28LH12 974 704 23 24LH10 1033 822 19 28K 7 466 400 9.5 26K 5 297 217 7.9 28LH13 1015 735 25 24LH11 1088 861 20 26K 8 477 375 9.9 26K 6 323 236 8.5 28K 8 515 433 10 28K 6 349 275 8.7 3 28K 9 549 463 11 26K 7 360 261 9.0 24LH 6 641 465 14 28K 7 389 305 9.4 18K 3 203 123 6.1 24LH 7 704 511 15 28K 8 430 333 9.9 16K 4 216 112 6.6 24LH 8 752 543 16 26K 9 433 310 10 24K 6 252 156 8.3 20K 3 227 153 6.5 24LH 9 884 635 19 28K 9 468 361 11 28K 6 296 214_ 8.6 18K 4 245 144 6.9 24LH10 935 674 20 28K10 501 389 -fi" _ -=7 305 204 9.0 20K 4 274 179 7.3 24LH11 985 705 20 28LH 6 537 417 13 28K 7 �329 237 9.2 18K 5 276 161 7.7 28LH 7 606 471 14 30K 7 354 274 9.5 20K 5 308 201 8.0 28LH 8 649 503 15 28K 8 364 260 9.9 20K 6 336 218 8.7 24LH 8 677 447 17 26K 9 367 241 10 22K 6 371 266 8.2 28LH 9 799 618 18 30K 8 391 300 10 26K 5 405 346 8.0 20K 4 226 134 7.3 28LH10 874 673 20 28K 9 396 282 11 24K 6 406 319 8.4 22K 4 249 164 7.9 28LH11 938 719 21 30K 9 426 325 11 26K 6 441 377 8.8 20K 5 254 150 8.1 28LH12 1030 787 23 30K10 461 353 11 28K 6 477 439 9.0 24K 4 273 196 8.3 28LH13 1073 822 24 28LH 6 494 354 13 26K 7 492 417 9.2 20K 6 277 163 8.7 24LH 6 504 306 15 28K 7 531 486 9.5 22K 5 281 183 8.5 28LH 7 558 399 15 26K 8 544 457 10 26K 5 334 259 8.0 24LH 7 565 343 16 26K 9 550 459 10 24K 6 335 239 8.3 28LH 8 597 426 16 20LH 5 571 366 13 26K 6 364 282 8.6 51 28LH 9 735 524 19 18LH 6 605 340 15 28K 6 393 329 8.8 69 .9 28LH10 804 570 20 24LH 6 684 529 14 26K 7 406 312 9.1 28LH11 863 609 22 24LH 7 752 582 15 28K 7 438 364 9.4 28LH12 948 667 23 24LH 8 802 618 16 28K 8 484 399 10 24K 6 281 183 8.3 28LH13 988 696 26 24LH 9 944 724 18 26K 9 488 370 11 22K 7 286 169 8.7 24LH10 998 768 19 28K 9 527 432 11 24K 7 313 203* 8.8 24LH11 1052 804 21 28K10 532 435 11 28K 6 330 252 8.8 24LH 6 621 437 15 26K 7 340 240 9.1 24LH 7 683 480 16 24K 8 346 222 9.5 24LH 8 729 510 16 28K 7 367 280 9.4 - 16K 4 203 101 6.6 24LH 9 857 597 19 26K 8 376 263 9.8 28K 6 280 198 8.6 20K 3 212 138 6.6 24LH10 906 633 20 30K 7 395 323 9.6 26K 7 289 188 9.0 18K 4 229 130 6.9 24LH11 955 663 22 28K 9 442 332 11 28K 7 313 219 9.1 20K 4 256 162- 7.4 28K10 487 366 12 30K 7 336 253 9.5 18K 5 258 146 7.7 28LH 6 521 394 13 28K 8 346 240 9.9 22K 4 283 198 7.8 28LH 7 589 445 14 26K 9 348 223 10 20K 5 289 182 8.1 28LH 8 631 475 15 30K 8 371 277 10 24K 4 310 237 8.4 24LH 8 649 416 17 28K 9 376 260 11 20K 6 314 198 8.8 ti 28LH 9 777 584 18 30K 9 404 300 11 22K 5 319 222 8.7 18K 6 233 120 8.2 28LH10 850 636 19 26K10 413 262 12 22K 6 347 241 8.3 24K 4 257 179 8.1 28LH11 911 680 21 30K10 449 333 12 26K 5 379 314 8.1 20K 6 261 149 8.6 28LH12 1001 744 23 32LH 7 486 388 13 24K 6 380 289 8.6 22K 5 265 167 8.4 28LH13 1043 777 24 32LH 8 528 421 14 22K 7 387 267 8.8_ _26K 5 315 237 7.9 28LH 7 543 379 15 28K 6 446 397 9.0 26K 6 M 257 8. 32LH 9 662 526 17 22K 9 465 316 10 28K 6 370 300 8.8 32LH10 732 581 18 28K 8 550 480 10 26K 7 382 285 9.1 32LH11 802 635 20 24LH 6 662 495 14 28K 7 412 333 9.4 28LH11 841 578 22 109 VULCRAFTA -r. ,� � i 1 �: i4� 4: ECONOMICAL JOIST GUIDE Combined K, VS, LH & DLH Series Load Table Allowable Joist Allowable Joist Allowable Joist Allowable Joist Joist Loads(PLF) Weight Joist Loads(PLF) 'Weight Joist Loads(PLF) Weight Joist Loads(PLF) Weight Type Total Live (lbsJft.) Type Total Live (lbs./fL) Type Total Live (lbsJft.) Type Total Live (tbs./ft.) oi-t TL ta is o o 10K 1 550 550 5.0 1§K 2 368 297 5.5 16K 2 254 170 5.5 24K 6 543 493 8.9 16K 3 410 330 6.2 16K 3 283 189 6.1 24K 7 550 499 9.2 18K 3 463 423 6.5 18K 3 320 242 6.5 20LH 4 574 428 11 LP 16K 4 493 386 7.0 16K 4 340 221 6.9 18LH 4 604 403 12 10K 1 550 542 5.0 16K 5 550 426 7.5 20K 3 357 302 6.7 20LH 5 616 459 11 18K 4 385 284 7.2 18LH 5 684 454 13 20K 4 430 353 7.6 20LH 6 822 606 15 18K 5 434 318 7.7 18LH 7 840 553 16 10K 1 550 455 5.0 12K 1 218 123 5.0 18K 6 473 345 8.5 18LH 8 876 577 16 14K 1 257 170 5,2 20K 5 485 396 8.2 20LH 7 878 647 16 3 - 12K 3 273 153 5.5 24K 6 550 544 7.7 18LH 9 936 616 17 14K 3 322 212 5,7 18LH 3 562 409 10 20LH 9 990 729 17 10K 1 479 363 5.0 16K 2 333 255 5.5 20LH 4 621 503 10 20LH10 1068 786 18 12K 1 550 510 5.0 16K 3 371 285 6,3 18LH 4 655 474 11 18K 3 420 364 6.6 20LH 5 668 540 11 16K 4 447 333 7.0 18LH 5 739 534 12 20K 3 468 453 6.7 18LH 6 875 619 15 4 10K 1 412 289 5.0 16K 5 503 373 7.5 20LH 6 892 713 15 16K 2 200 119 5.5 14K 1 550 550 5.2 18K 4 506 426 7.2 18LH 7 908 650 15 16K 3 223 132 5.9 20K 4 550 520 7.6 18LH 8 946 679 16 18K 3 252 169 6.3 20LH 7 951 761 15 16K 4 268 155 6.8 20LH 8 980 787 16 20K 3 281 211 6.6 10K 1 358 234 5.0 18LH 9 1014 725 17 18K 4 303 198 7.0 12K 1 434 344 5.0 12K 1 199 106 5.0 20LH 9 1073 857 16 20K 4 339 247 7.4 14K 1 511 475 5.2 14K 1 234 147 5.1 20LH10 1158 924 17 18K 5 342 222 7.7 14K 3 550 507 5.9 12K 3 249 132 5.5 22K 4 374 301 8.0 14K 3 293 184 5.6 20K 5 382 277 8.2 16K 2 303 222 5.5 20K 6 416 301 8.8 16K 3 337 247 6.2 14K 1 180 100 5.1 22K 5 422 337 8.7 10K 1 313 192 5.0 18K 3 382 316 6.5 16K 2 234 150 5.5 24K 6 503 439 8.6 12K 1 380 282 5.0 16K 4 406 289 6.9 16K 3 260 167 5.9 26K 6 547 519 8.9 14K 1 448 390 5.2 20K 3 426 393 6.7 18K 3 294 214 6.3 26K 7 550 522 9.1 12K 3 476 351 5.7 18K 4 460 370 7.2 16K 4 313 195 6.9 20LH 4 566 406 11 14K 3 550 467 5.9 20K 4 514 461 7.6 20K 3 329 266 6.7 18LH 4 571 367 12 18K 5 518 414 7.7 18K 4 355 250 7.1 20LH 5 609 437 12 22K 6 550 548 7.5 16K 6 384 238 8.1 18LH 5 648 414 14 18LH 2 554 439 8.8 18K 5 400 281 7.7 20LH 6 791 561 15 10K 1 277 159 5.0 18LH 3 614 488 10 16K 7 428 263 8.6 20LH 7 845 599 16 12K 1 336 234 5.0 18LH 4 715 566 11 18K 6 435 305 8.5 20LH 8 873 619 16 14K 1 395 324 5.2 18LH 5 808 637 12 20K 5 446 350 8.2 20LH 9 953 675 17 12K 3 420 291 5.7 18LH 6 955 738 14 18K 7 485 337 9.0 20LH10 1028 724 19 16K 2 512 488 5.5 18LH 7 992 776 15 20K 6 486 380 8.9 16K 3 550 526 6.3 18LH 8 1034 810 15 16K 9 514 311 10 18LH 9 1108 864 16 24K 6 550 520 8.6 20LH 4 596 463 10 18LH 4 628 436 11 16K 2 186 106 5.5 10K 1 246 134 5.0 20LH 5 641 497 11 16K 3 207 118 5.8 12K 1 299 197 5.0 14K 1 214 128 5.1 18LH 5 709 492 13 18K 3 234 151 6.2 14K 1 352 272 5.2 12K 3 227 116 5.5 20LH 6• 855 656 15 16K 4 249 138 6.6 12K 3 374 245 5.5 16K 2 277 194 5.5 18LH 7 872 599 16 20K 3 261 189 6.7 14K 3 441 339 5.8 16K 3 308 216 6.0 18LH 8 908 625 16 16K 5 281 155 7.4 16K 2 456 409 5.5 18K 3 349 276 6.6 20LH 7 912 701 16 18K 4 282 177 7.2 16K 3 508 456 6.3 16K 4 371 252 7.0 20LH 8 941 724 16 20K 4 315 221 7.5 14K 4 530 397 6.7 20K 3 389 344 6.7 18LH,9 973 667 17 18K 5 318 199 7.7 14K 6 550 408 6.9 18K 4 420 323 7.2 20LH 9 1030 789 17 18K 6 346 216 8.5 20K 4 469 402 7.6 20LH10 1111 851 18 20K 5 355 248 8.2 18K 5 473 362 7.7 22K 5 392 302 8.8 22K 6 550 518 7.7 26K 5 466 427 8.1 10K 1 221 113 5,0 18LH 3 587 446 10 24K 6 467 393 8.5 12K 1 268 167 5.0 18LH 4 684 517 11 14K 1 166 83 5.1 22K 7 475 364 9.2 14K 1 315 230 5.2 20LH 5 697 589 11 16K 2 216 133 5.5 26K 6 508 464 8.9 12K 3 335 207 5.6 18LH 5 772 582 13 16K 3 240 148 5.9 28K 6 548 541 9.2 16K 2 408 347 5.5 18LH 6 913 674 15 18K 3 272 190 6.4 28K 7 550 543 9.2 16K 3 455 386 6.3 18LH 7 949 709 15 1 1 16K 4 289 • 173 6.8 20LH 4 558 386 12 18K 3 514 494 6,6 20LH 8 1024 858 15 20K 3 304 236 6.7 20LH 5 602 416 13 16K 4 547 452 7,0 18LH 9 1059 790 16 _ A _-328 222 7.2 18LH 5 614 37B 14 16K 5 550 455 7.2 20LH 9 1121 935 16 20K 4 366 277 7.6 20LH 6 763 521 15 20LH10 1209= 1006 17 18K 5 369 249 7.7 20LH 7 814 556 16 22K 4 404 338 8.0 20LH 8 842 575 17 20K 5 412 310 8.2 20LH 9 918 626 18 "1284 142 5.0 20K 6 449 337 8.9 20LH10 991 673 20 197 5.2 14K 1 196 113 5.1 22K 5 455 379 8.8 12K 3 302 177 5.5 12K 3 208 101 5.6 26K 5 542 535 8.8 108 i . . .� .. Kosnik Project �l'r'�`"' Sheet Engineering Date - o A Professional Service Corporation Job No D i . _. .. . 1 40 ? 'ter f : �'�`� ,. . . ,?,.�i. • : • �. � . :. :.. :•: :mod ,. �:( f may. rnr +, • •• ;. DESIGN GUIDE WEIGHT TABLE FOR JOIST GIRDERS ���,,. Based on an allowable tensile stress of 30ksi U.S.CUSTOMARY �`J -y_ ` ' Joist G rc3er,;_,T �i.�t 0 �`$und >?er Linea Foo �� II f� Gi` er rJo g� irder. Spa S ptFj ; j '�LoadWniEagWaane�( oipt CS:Id,' 4 S 7.K i81C,s91C s101C 3iI1.1K� `12R'� �4' 6 0K 25K' .3'0K 35K r401<4i10KI 60KO 8GK Gfi06 r 1 16 16 16 16 16 16 16 17 18 21 23 26 30 35 41 47 54 69 83 100 108 140 16 16 16 16 16 16 16 16 16 17 19 22 24 31 35 39 44 56 64 76 85 104 16 16 16 16 16 16 17 17 17 17 17 19 20 26 29 34 37 48 57 66 73 88 % 6+" 16 16 16 16 16 18 20 22 24 27 31 35 38 48 54 69 79 101 114 141 152 187 3 2 16 16 16 16 16 16 17 19 21 23 26 28 31 38 47 56 64 78 95 109 117 156 1 16 16 17 17 17 17 17 18 19 23 25 26 31 34 38 45 51 67 80 97 109 122 16 16 18 20 22 26 28 29 32 38 42 50 54 66 83 100 108 140 162 1811 209 314 16 16 16 17 20 20 21 23 26 30 34 39 43 52 60 76 85 105 124 145 169 238 16 16 16 16 17 19 20 21 22 25 28 32 38 44 54 61 75 89 107 126 149 189 16 18 19 24 26 29 33 37 39 47 54 59 66 83 101 113 140 172 212 247 296 16 16 17 19 21 26 28 29 32 37 41 49r45 53 65 80 95 104 134 167 198 221 296 16 16 17 19 20 22 24 28 28 31 35 39 55 67 78 88 109 128 152 183 244 28 33 39 47 54 62 72 78 83 101 109 131 141 195 226 247 358 0 23 29 31 37 43 49 156 61 64 77 86 104 108 145 179 203 236 317 21 25 28 32 39 43 46 55 54 66 80 84 89 119 141 1 171 197 250 313 18 18 18 18 18 18 19 20 20 23 26 29 32 39 46 53 LL1 77 98 107 119 11581 2 18 18 18 18 18 18 18 19 19 20 21 23 27 33 37 46 48 62 70 83 101 121 19 19 19 1 19 19 19 1 19 19 1 19 19 20 21 24 29 33 36 42 49 63 72 81 103 15 15 15 16 17 19 23 24 25 29 33 37 40 53 61 73 90 103 129 149 170 1207 16 16 16 16 16 17 19 20 23 24 27 30 34 42 48 55 67 80 102 115 132 165 16 16 16 16 16 16 17 18 19 241 24 27 28 36 43 48 57 70 82 97 111 1137 i< 16 17 18 21 24 28 30 33 36 40 46 53 58 77 98 100 119 159 179 206 235 22 16 16 17 18 20 22 25 27 28 33 37 42 48 60 71 84 102 115 143 165 187 244 16 16 16 17 19 20 20 21 26 27 31 34 40 47 61 69 76 104 113 145 148 206 17 21 26 29 35 39 42 49 50 58 73 82 99 107 139 160 180 237 17 19 21 26 28 31 34 38 42 51 59 60 68 85 103 122 143 175 222 252 322 16 17 19 21 25 27 30 32 1 34 40 47 54 61 75 1 87 1 106 113 148 178 202 240 330 32 39 49 57 64 77 82 99 100 113 140 150 162 !138 22 256 26 31 37 43 52 59 64 76 80 94 103 116 133 68 203 235 289 24 28 32 38 43 50 54 62 65 78 90 108 110 182 205 238 301 18 18 18 18 18 18 18 19 19 21 24 27 30 36 44 471 54 68 78 99 103 131 18 18 18 18 18 18 18 18 19 20 21 22 26 32 34 40 46 55 67 79 93 106 19 19 19 19 19 19 19 1 19 19 19 20 1 21 23 28 32 35 41 48 57 69 72 95 2 16 16 16 16 16 18 20 22 23 26 29 33 36 45 54 62 74 92 105 130 151 175 3 2 16 16 16 16 16 16 17 19 21 24 27 29 31 38 47 55 64 78 94 108 117 156 �r') 16 16 16 16 17 17 17 18 18 24 26 26 30 35 40 48 55 67 86 97 108 122 16 16 17 19 21 25 27 28 31 36 39 47 50 63 78 100 101 130 161 183 192 246 17 17 17 18 19 22 24 25 28 32 35 38 43 54 65 76 85 107 124 147 168 225 $ 16 16 16 16 17 20 20 21 25 27 30 36 38 44 53 62 74 88 108 126 149 187 16 17 20 22 25 28 31 35 36 43 51 55 62 78 100 105 131 164 196 225 282 16 16 18 20 21 26 28 29 32 36 41 49 53 65 80 94 104 134 157 186 218 285 16 16 17 19 20 22 25 27 29 1 32 36 42 46 58 66 82 97 115 138 168 180 231 17 20 23 27 30 33 38 41 44 51 59 69 74 101 109 141 163 192 245 294 16 17 20 23 26 29 32 34 38 43 53 60 1 61 76 103 106 124 172 196 232 267 17 17 20 22 25 28 1 29 31 33 39 44 49 1 55 76 84 106 112 129 177 202 240 289 29 38 45 51 59 70 75 84 101 103 122 143 166 196 265 320 27 31 38 45 53 61 62 72 77 87 105 113 126 175 199 249 288 8y 25 29 33 40 45 54 56 69 1 71 79 91 1 113 114 144 183 1 215 234 17305 20 22 22 22 22 22 22 23 24 24 26 27 29 32 37 45 53 60 68 90 99 112 140 23 23 23 23 23 23 23 23 24 25 25 27 29 32 38 44 51 61 70 83 101 115 23 1 23 23 23 23 23 23 23 23 24 25 26 27 31 34 39 45 52 63 71 81 103 ` 0 15 15 16 16 17 19 22 23 25 28 33 36 39 50 57 68 78 99 113 140 151 196 16 16 16 16 16 17 19 21 23 25 28 31 34 40 51 58 67 80 102 113 132 155 16 16 16 16 16 17 1 17 19 20 25 25 28 29 38 45 48 56 69 81 97 110 136 16 16 18 21 24 27 28 30 33 39 42 50 54 69 82 100 107 140 161 186 213 284 16 16 17 18 20 23 25 27 28 33 37 40 48 60 71 79 101 110 143 166 188 223 16 16 1 16 1 17 19 20 20 22 1 26 1 29 32 1 35 39 50 60 1 69 76 104 112 145 149 204 17 18 21 25 28 31 35 39 40 48 54 62 69 91 100 114 140 172 200 239 275 16 16 19 21 24 27 28 31 34 38 43 51 55 71 84 103 108 143 166 201 225 310 E 16 16 17 19 21 23 27 28 29 34 39 43 50 61 80 86 104 118 147 178 200 249 20 24 28 33 36 42 47 54 58 65 78 91 100 119 140 162 192 238 308 17 20 26 28 31 35 40 44 49 56 64 71 80 103 116 143 166 198 242 293 17 20 22 27 29 32t74 5 38 42 50 58 62 70 86 106 114 137 178 212 253 292 42 50 58 70 86 913 109 110 131 152 173 202 252 ! 35 43 50 62 66 768 93 97 112 127 154 166 225 248 32 40 48 55 64 68 90 1 90 100 115 F130 148 1177 1232 283 1 6 in. 71/2 in. I 10 in. /�i) Joist Girder weights to the left of the heavy black line have 6 inch bearing depths. Joist Girder weights between the heavy black and blue lines have 71/2 inch bearing depths. Joist Girder weights to the right of the heavy blue line have 10 inch bearing depths. Check with Vulcraft for material availability. 80 E DESIGN GUIDE WEIGHT TABLE FOR JOIST GIRDERS Based on an allowable tensile stress of 30ksi U.S. CUSTOMARY der � ii3�r rs ', „ ; -' �J_o si_mot Girded Wlght` Po "inds�er�Ll a ra _ r Sp6 .s ces D lii , r�""'" Y- Loac O.n'`Eacff�Pane i 811— o SGr�1: f! r.4 :5 6 70�i8R "91 Jf0 fflc�l.f2 k u1.`dK ff 20'KCAK25K 30K 35 4 0 36�. 70 1'OO�C 28 18 18 18 18 19 20 22 23 25 28 31 34 40 48 57 65 73 91 109 124 150 173 3 3 18 18 18 19 19 19 20 22 23 26 28 32 35 42 49 58 66 87 93 112 126 156 33; .3,.6 18 19 19 19 19 19 20 20 22 26 27 29 31 39 45 51 60 73 89 99 115 136 Q�,1 Ram0 19 19 19 19 19 19 20 20 21 25 27 28 32 37 44 46 54 70 79 92 110 132 2.' 16 16 18 20 23 26 27 29 32 36 40 47 54 62 78 91 100 130 152 174 199 243 7-32 16 16 17 19 20 24 24 27 30 32 37 42 47 56 71 79 92 108 134 155 177 223 64 16 17 18 18 19 21 23 26 27 29 33 38 41 50 61 69 76 104 113 146 149 200 WIR 16 18 18 18 19 20 21 23 26 28 33 35 39 45 54 62 74 87 106 115 148 182 2 q 16 17 21 23 26 29 32 35 38 45 47 54 62 77 99 106 120 153 185 212 248 32 16 17 18 21 24 27 30 32 34 39 46 48 55 70 79 101 107 133 156 197 214 267 6:80 3fi> 16 16 17 20 21 25 28 28 33 36 39 47 50 64 73 85 104 119 146 170 198 241 0 17 17 18 19 21 23 26 29 29 35 38 40 48 58 66 80 96 111 137 151 181 227 2 t 17 20 24 28 30 33 36 41 44 54 58 65 73 100 108 130 142 190 220 248 307 17 19 21 25 28 31 34 37 40 48 52 59 67 83 102 110 123 167 193 224 252 5:6 3 17 18 20 22 26 28 31 32 36 41 50 53 60 74 86 105 113 148 177 199 228 298 17 18 19 22 24 27 29 30 33 39 42 51 54 67 83 97 108 128 153 187 216 269 28" 19 23 27 31 34 39 43 47 54 62 70 78 91 105 131 152 175 219 255 :+ 18 20 26 27 31 35 38 42 47 56 64 71 79 102 111 134 155 193 223 268 - 8 17 20 22 27 29 32 36 38 42 50 57 65 69 86 105 118 136 176 203 241 285 4Qt+ 17 20 23 25 28 30 33 36 39 45 53 59 63 79 99 109 122 154 196 225 2581332 t f28 25 28 34 39 43 51 58 63 67 78 92 101 109 142 164 194 220 284 3 21 26 30 35 40 44 49 56 60 70 80 95 103 124 148 175 198 265 325 8, 20 25 28 32 36 41 45 50 53 62 72 81 88 113 127 150 178 227 275 330 ,40 19 23 28 30 34 38 43 46 51 5g 6$ 76 84 107 1161142 159 206 250 299 �28 18 18 18 18 19 21 23 25 27 30 33 40 41 48 60 69 81 94 109 130 151 186 18 18 18 18 18 19 21 23 25 27 30 33 36 44 54 61 71 87 104 112 132 164 f' 0 r 18 18 19 19 19 19 20 21 22 26 28 31 34 43 48 55 63 76 93 107 115 156 _40.? 19 19 19 19 19 19 19 20 22 26 26 29 32 40 44 51 57 69 89 97 110 131 432j, 16 16 19 21 23 27 29 31 34 39 45 50 54 69 81 99 104 140 161 183 211 265 ,�N 16 16 17 20 23 24 26 28 31 35 40 46 48 62 70 83 101 115 143 165 188 230 :0017 17 17 18 21 24 25 27 28 33 37 40 46 57 65 73 85 109 125 150 172 212 16 18 18 18 19 21 23 23 26 28 32 38 40 50 58 66 76 96 111 126 149 183 "> 16 18 21 25 26 31 34 36 40 45 54 61 8 81 100 114 130 162 196 231 262 �5N M3 ' 16 17 20 22 24 27 30 34 35 41 46 54 59 70 91 101 112 143 177 199 233 300 F-Ili r jE7�20 ' 36 16 16 18 21 23 26 28 30 33 37 42 47 55 63 79 93 104 133 156 186 200 258 r 40; 17 17 17 20 21 24 26 28 31 36 39 43 49 57 73 81 95 111 137 162 168 230 36 ,2$ft 18 20 25 27 33 36 39 42 47 57 62 69 77 99 113 140 160 191 236 282 1.6 1 39 17 20 23 25 28 31 35 39 42 48 55 62 70 83 102 121 142 167 199 241 285 �r"I 16 18 21 24 26 29 32 36 37 44 52 56 63 80 102 106 123 147 193 214 252 317 01 17 18 20 22 26 27 30 33 35 41 46 53 58 71 86 105 111 1..48 177 200 228 296 2 19 24 28 33 37 40 47 50 54 62 77 82 99 113 140 162 188 225 291 32 18 21 26 28 32 37 40 43 49 56 64 71 80 102 116 143 166 196 246 297 36' 18 20 25 28 31 33 36 41 44 53 57 65 73 94 109 125 147 183 213 256 306 Oc 17 20 24 26 29 31 34 37 41 49 55 62 66 82 106 113 127 167,200 231 274 28 24 31 36 41 46 54 57 65 69 82 99 104 113 141 173 205 236 293 23 27 31 37 40 48 52 59 63 73 84 102 103 133I157 185 215 268 y 00N-36 21 26 29 33 37 41 50 52 56 65 74 85 95 113 146 160 187 236 298 'e:40: 20 24 27 30 35 39 43 46 51 62 68 76 87 107 121 151 178 207 270 307 32" 22 23 23 23 23 24 25 26 26 28 33 36 40 47 57 65 74 91 109 124 142 173 N' ?�36 23 23 23 23 23 24 25 26 26 27 28 32 36 43 50 61 67 85 97 112 126 156 12.67,E-,4,0? 23 23 23 23 24 24 24 25 26 29 28 31 33 43 48 55 63 73 89 99 115 145 9sf44' 23 24 24 24 24 24 24 25 26 28 29 29 33 39 44 50 58 70 88 96 110 131 16 16 18 21 23 26 28 30 32 36 41 46 54 62 78 91 100 120 152 175 190 244 9 � 36' 16 17 17 19 23 24 26 26 29 34 38 42 47 56 71 79 93 108 134 155 177 223 9:50% -401' 17 17 18 18 20 23 24 26 28 31 35 38 41 51 61 72 80 104 113 146 149 199 18 18 18 18 19 21 23 24 27 29 341 36 39 48 r 561 66 74 88 106 121 1148 182 3 16 17 20 23 26 29 32 35 37 44 47 55 62 77 91 105 115 152 177 207 233 'S 16 17 18 22 24 27 29 31 34 38 46 49 56 71 79 93 107 134 158 184 213 274 40P 16 16 17 20 22 25 28 30 33 37 41 47 50 63 74 93 104 118 147 171 197 239 17 17 18 20 21 23 26 28 30 35 39 42 49 57 69 81 96 111 137 161 188 ,221 32 17 20 23 27 31 34 36 39 43 51 58 65 73 99 106 121 142 189 218 251 305 3 17 19 21 26 28 32 34 37 40 48 52 59 64 83 102 110 123 167 192 222 260 40 17 18 20 23 26 29 32 33 36 42 50 56 61 73 86 105 113 148 176 199 228 298 17 18 20 22 26 28 30 33 34 39 46 51 58 70 82 97 108 127 163 189 210 272 3 20 26 30 35 39 43 49 55 59 67 79 92 101 121 143 167 191 239 309 20 24 28 32 36 41 44 50 53 61 69 81 86 106 125 147 175 224 258 325 20 25 28 31 34 37 43 48 51 58 66 74 82 106 115 139 168 202 240 292 333 19 23 27 29 32 36 39 43 49 54 60 72 76 98 111 123 153 184 222 272 309 3' 27 32 38 45 48 55 62 70 78 91 102 107 121 155 191 212 260 N 6 25 30 35 39 47 49 56 64 71 79 93 103 108 145 173 196 214 282 80� 40 23 28 33 37 42 48 50 57 64 76 81 95 106 120 150 176 203 264 314 t 22 26 31 35 38 49 �3 58 67 76 83 97 113 39 16 192 239 288 8ea1 WIT 1 /2 in. 10 in. J ' I Joist Girder weights to the left of the heavy black line have 6 inch bearing depths. Joist Girder weights between the heavy black and blue lines have 71/2 inch bearing depths. Joist Girder weights to the right of the heavy blue line have 10 inch bearing depths. Check with Vulcraft for material availability. 82 DESIGN GUIDE WEIGHT TABLE FOR JOIST GIRDERS Based on an allowable tensile stress of 30ksi U.S.CUSTOMARY Girder Jofst'1Girder >Joist"Girder Weight Pounds Per Linear Foot » span Spaces Depth Load On Each Panel P61nt ql( f 5K 6K f1729 0i I liK 12K , 14K 16K 18K f 20K 25K ; 30K 53 K aoK 50K 60K 70K BOK I100K �] 24 29 29 29 29 29 30 31 31 33 34 37 39 42 49 57 65 77 91 103129 2Ws 28 29 29 30 30 30 30 30 31 32 34 34 38 40 43 46 58 66 78 93 106 14ML32_ 30 30 30 30 30 30 30 31 32 33 34 37 39 40 44 52 60 68 76 95 24 16 16 16 16 16 18 21 22 23 26 29 33 36 44 54 61 70 91 105 124 133 174 3ll? 28 16 16 16 16 16 16 18 19 21 23 26 29 31 39 47 52 61 77 94 107 115 156 9.33 32 16 16 16 16 17 17 17 18 19 24 24 27 29 36 42 47 54 70 80 97 110 13111 24 16 16 17 19 21 24 27 28 31 35 39 45 50 62 74 91 101 121 143 165 190 244 y 4NQ-;� 28 17 17 17 18 20 23 24 25 28 32 36 39 44 57 64 76 85 109 124 151 170 206 a � 7.00 32 16 16 16 18 19 20 21 22 24 27 31 37 39 46 54 62 74 88 1108 126 149 185 24 16 17 19 22 24 28 31 33 35 41 47 55 62 78 92 105 114 152 176 215 244 28 5NP 28 16 16 17 20 21 26 28 29 32 35 40 47 52 64 80 94 104 134 156 186 213 260 5.6. .32 16 16 17 19 20 22 26 27 29 32 38 42 46 58 66 82 97 111 136 162 190 232 24 17 19 21 25 29 32 36 39 43 50 59 66 73 100 109 121 142 191 219 254 314 6N1'-' 28 16 19 21 22 26 29 32 34 37 44 52 57 60 76 103 105 123 149 194 223 253 4.67 -32 17 17 20 22 24 27 30 31 1 34 1 38 45 51 54 71 87 105 108 148 177 201 230 301 1-24- 18 22 26 31 33 37 43 48 51 59 67 79 84 103 131 144 166 219 261 7NC? 28 17 20 24 26 29 32 36 41 45 53 61 65 74 95 109 125 777 184 224 272 312 �4.00 32 17 20 23 25 27 30 33 37 40 47 55 60 67 83 106 115 127 169 1202 240,277 24 33 43 51 59 66 79 84 102 103 121 143 155 173 221 281 14N4 28 30 38 45 53 61 70 75 82 88 106 114 137 149 198 235 1274 332 2.00 32 28 33 1 40 47 54 63 72 76 79 100 113 118 132 172 206 244 284 124 29 29 29 29 29 29 30 30 31 32 33 35 37 40 46 53 60 72 85 102 103 1139 2N 28 29 29 29 29 29 30 30 30 30 32 32 34 36 38 41 44 49 65 74 86 92 115 15.00 32 30 30 30 30 30 30 30 30 30 31 32 33 34 37 40 41 45 55 66 75 89 106 f 136 30 30 30 30 30 30 30 30 30 31 32 32 33 36 38 41 42 51 60 68 76 95 24 15 16 16 16 18 19 22 24 25 29 31 34 38 48 57 65 74 91 109 130 151 176 28 16 16 16 16 16 17 20 21 24 25 28 31 33 43 50 58 67 79 94 108 126 156 10.00 32 16 16 16 16 16 17 18 19 21 25 26 29 30 38 45 51 60 69 89 96 110 136 f 36 16 17 17 17 17 17 17 18 20 24 26 27 30 34 42 46 55 70 80 92 99 122 24 16 16 17 20 24 26 27 30 32 37 42 47 54 66 78 99 104 140 161 183 210 265 4N 28 16 16 17 18 21 23 25 27 28 33 37 42 46 56 71 79 93 110 143 156 179 223 7.5 1 32 16 16 16 18 19 20 21 23 27 29 32 36 41 50 60 69 76 104 112 146 149 202 36 16 16 17 17 18 19 21 22 24 27 30 35 38 45 54 62 71 87 106 115 147 184 24 16 17 20 23 26 29 32 34 38 45 53 58 62 78 100 108 131 162 193 231 262 5N� 28 16 16 19 21 24 27 28 31 34 38 46 49 56 71 79 102 107 143 166 195 224 285 30 6,00 32 16 16 17 19 21 25 26 28 31 36 39 44 50 64 73 85 104 118 147 177 198 248 �_36 16 17 17 19 21 22 25 27 29 31 38 40 44 58 66 76 88 108 127 151 179 220 24 17 19 24 28 31 34 39 42 47 54 62 69 78 100 109 140 161 190 237 288 6N1 28 16 19 20 26 28 31 34 37 40 46 52 60 67 84 102 111 143 167 195 222 289 5.00 32 16 17 20 22 26 28 31 32 35 41 47 53 60 74 87 106 113 148 175 200 237 304 36 17 18 19 21 24 28 28 30 33 38 44 49 55 67 79 90 108 129 154,180 206 275 24 21 25 31 36 41 47 50 58 62 73 83 100 102 131 162 188 216 255 8NG' 28 20 23 29 32 37 40 44 49 53 61 72 81 86 111 144 147 175 224 281 3.75 32 19 22 26 30 32 36 41 45 50 57 65 75 82 105 114 147 159 204 242 308 343 1-_36,- 19 21 24 28 30 35 38 39 43 53 59 69 74 89 111 118 152 185 218 256 314 2�4 40 50 58 66 78 92 101 106 115 142 165 181 196 257 326 15N' 28 34 41 52 60 68 76 85 103 105 113 137 152 176 216 265 329 2.00i 32 30 39 47 54 62 73 77 83 91 111 117 1133 159 195 242 275 325 36 29 35 42 49 56 66 72 79 82 1103 117 1127 142 183 222 260 290 24 15 15 15 17 19 21 23 25 26 31 34 37 42 50 63 72 86 102 123 130 150 197 3Nrc 28 16 16 16 16 17 19 21 22 24 27 29 32 35 44 51 64 67, 87 105 114 132 173 10.67; 32 16 16 16 16 16 17 19 21 22 25 27 30 32 39 45 52 60 77 93 107 115 156 36 16 16 17 17 17 17 18 19 21 25 25 28 30 37 44 51 54 69 79 97 110 131 24 16 16 18 22 24 26 29 31 34 40 45 53 58 69 89 99 107 13911.61 187 222 273 41`1':? 28 16 16 17 19 22 24 26 27 30 35 38 46 48 62 70 83 101 115 143 165 187 243 8,00i 32' 17 17 17 18 20 24 25 25 28 32 36 39 43 56 65 73 85 109 124 151 172 203 36" 16 16 18 18 19 20 1 22 23 1 26 1 28 34 1 37 39 50 57 66 75 88 107 125 149 184 24, 16 19 22 26 29 31 34 38 41 47 54 61 68 91 103 113 140 172 1200 237 275 5N4 28 16 17 19 22 24 27 29 32 35 41 47 54 62 71 92 102 114 143 175 209 233 305 32 6.4 32 16 16 18 20 22 26 27 30 33 36 42 47 55 64 80 94 103 133 156 187 203 258 36 16 17 17 19 20 23 25 28 29 35 37 43 48 58 72 82 96 111 1137 162 189 230 243 18 21 25 29 33 36 40 46 49 57 65 73 82 100 119 141 161 214 242 307 6N 28t 17 19 21 26 28 31 36 39 43 50 59 62 70 92 102 121 142 171 219 249 290 15.33, -32 16 19 20 24 26 29 32 34 37 44 52 57 60 76 103 105 123 149 194 223 253 321 36t 17 17 20 21 25 27 30 32 35 39 46 51 57 74 87 105 108 148 176 200 229 299 24` 23 28 33 39 42 50 57 58 65 77 91 100 U76 140 162 188 216 282 �8N@1 28, 21 26 28 33 37 42 48 51 59 67 75 85 111 143 167 192 241 292 4.00 -32 20 23 27 30 34 38 42 46 52 61 69 76109 125 149 176 207 258 304 -36 19 22 26 23 3? 36 39 43 46 54 62 74 97 116 129 152 195 241 1 277 216 Bearin De tIT' 6 in. 71/2 in. 10 in. Joist Girder weights to the left of the heavy black line have 6 inch bearing depths. Joist Girder weights between the heavy black and blue lines have 71/2 inch bearing depths. Joist Girder weights to the right of the heavy blue line have 10 inch bearing depths. Check with Vulcraft for material availability. 81 Kosnik Project Sheet Engineering Date • A Professional Service Corporation Job No ' Q : . . 5 . VT . .. .. 1-U 1J(/ o v "".Q, WA T � � Stillaguamish Tribe Project Sheer Kosnik Counseling Cntr - Arlington WA Date 1 -© Engineering K"o7-o35 A Professional Service Corporation Job NoE14- 4" 40" II p AM- +00 s Kosnik Project Sheet 9 En in®erin Date ► ® _ 9 A Professional Service Corporation Job No P. .l. . ,. �a,So) 'O'l I "i cl-rpAe,(4 a I�IpA1,T 4�� vF /� lQ� - Gov (M H Cyr F-, f1 Koanik Project Sheet • . a Date Engineering -_ A Professional Service Corporation Job No — • G/.i/1 -:. : .:� : .• � ��'�'��+� � - --- ram. : . : �. : � :: : .�: : • 0G�i ; Xosnik Project Sheet Engineering Date '� a-' A Professional Service Corporation Job No 6 to tl 611 ewrw -to. Sheet Kosnik Protect �"11�I, �A-M __. Engineering Date A Professional Service Corporation Job No(77 d EW- �"� �'� Irb""'I� .V.?'7'� •!.�. - ' •I V�• 1�.. .r(',.V f"Vu V•F-1 .....`� .i�' ... ��"�! `i -� t kKosnIk Project Sheet - *Engineering Date - • o A Professional Service Corporation Job No O :. : . �� =- %ram :�'���: •= .: � � 'l��Do� �,i : � ' . � ..� _ C�I�' . MI Y �v'i�,� :.�,x i ��1. F G �i � � -�� �.�•�'�� ��. : ��. :/�GI � _ . .... ...... V Ih � y � 'Korn i k Project Sheet / Date Engineering .r A Professlonal Service Corporation Job No r O MAX Mk+. r - � r 1 PVT( Via. - ' � � 1 ,. I Kosnlk Project r �rN�r Sheet En ineerin Date I ► 2 ��` 9 9 � . A Professional Service Corporation Job No lot f :. :Ole: =� . . iTt I ......... .. . . . . . . . . . . KosnIk Pro1ect Stillaguamish Tribe Sheet Counseling Cntr - Arling tog n WA Date r p 'OKengineering A Professional Service Corporation Job No K_07"035 r WAJ - -- --- o -- ��� 44w BENTLCY � Kosnik Engineering Current Date: 11/1/2007 2:52 PM Units system: English File name:CAProaram Files\RAM Advanse 6.5EN1Data\Stilly-2.adv I Mv:2 z x 288.(jK Y 96.00 � BENTLEY Kosnik Engineering Current Date: 10/19/2007 2:10 PM Units system: English File name: C:\Program Files\RAM Advanse 6.5EN\Data\Stilly-1.adv Analysis Results Reactions l.hil I./I-..- w10 rn, P-p al Y My s Fy kdx a Fx Fz �� Mz� Direction of positive forces and moments Forces iLbl Moments[Lb*ftl Node FX FY FZ MX MY MZ Condition DL=Dead Load 1 -801.23077 0.00000 0.00000 0.00000 0.00000 0.00000 2 -1598.76920 0.00000 0.00000 0.00000 0.00000 0.00000 ------------------------------------------------------------ ------------------- --- SUM -2400.00000 V 0.00000 0.00000 0.00000 0.00000 0.00000 Maximum forces at members Condition:DL=Dead Load Axial Shear V2 Shear V3 Torsion M22 M33 [Lb] [Lb] [Lb] [Lb*ft] [Lb"ft] [Lb"ft] MEMBER1 Max 0.00 1598.77 0.00 0.00 0.00 T3343.08 �—'�M Min 0.00 -801.23 0.00 0.00 0.00 " ' '�00 Pagel �1 a BENTLEY Kosnik Engineering 2� Current Date: 11/1/2007 2:52 PM Units system: English Fife name:CAPro ram Files\RAM Advanse 6.5EN1Data\Still -1.adv Z X (0,16.7,0) 288.00 10) - a' t"✓ 96.00 C ) ELIO 4� Kosnik Engineering Current Date: 10/19/2007 2:09 PM Units system: English File name: Analysis Results Reactions My Y /LXFY h!x Z Fx Fz/ -� t�i- Direction of positive forces and moments Forces fLbl Moments fLb"ftl Node FX FY FZ MX MY MZ Condition DL=Dead Load 1 -599.04000 0.00000 0.00000 0.00000 0.00000 0.00000 2 -3221.76000 0.00000 0.00000 0.00000 0.00000 0.00000 --------------------------------------- sum -3820.80000 1'r 0.00000 0.00000 0.00000 0.00000 0.00000 Maximum forces at members Condition:DL=Dead Load Axial Shear V2 Shear V3 Torsion M22 M33 [Lb] [Lb] [Lb] [Lb-ft] [Lb*ft] [Lb*ft] --------- ..... ----------------- ----------------------------- -- MEMBER 1 -- r �' Max 0.00 1800.96 0.00 0.00 0.00 1.1868.80 ~`� !�' fu O C4(4"�! - Min 0.00 -599.04 0.00 0.00 0.00 -2628.48 MEMBER 2 {� Max 0.00 0.00 0.00 0.00 0.00 0.00/ r - Min 0.00 -1420.80 0.00 0.00 0.00 -2628.48 Pagel BENTLEY Kosnik Engineering Current Date: 10/19/2007 2:06 PM Units system: English File name: Analysis Results Reactions I MY Y Fir I:4x Z FY �1 Fz/ -? Mz� Direction of positive forces and moments Forces ILbl Moments fLb*ftl Node FX FY FZ MX MY MZ Condition DL=Dead Load 1 -599.04000 0.00000 0.00000 0.00000 0.00000 0.00000 2 -3221.76000 0.00000 0.00000 0.00000 0.00000 0.00000 ---------------------------- ----------------- ----------------------- ----------------------------------------------------------- SUM -3820.80000`� 0.00000 0.00000 0.00000 0.00000 0.00000 Forces envelope Note.- Ic is the controlling load condition Forces envelope for DL=Dead Load MEMBER 1 Station Axial Ic Shear V2 Ic Shear V3 Ic Torsion Ic M22 Ic M33 Ic [Lb] [Lb] [Lb] [Lb*ft] [Lb*ft] [Lb*ft] 0% Max 0.00 DL -599.04 DL 0.00 DL 0.00 DL 0.00 DL 0.00 DL Min 0.00 DL -599.04 DL 0.00 DL 0.00 DL 0.00 DL 0.00 DL 8% Max 0.00 DL -495.04 DL 0.00 DL 0.00 DL 0.00 DL 592.63 DL Min 0.00 DL -495.04 DL 0.00 DL 0.00 DL 0.00 DL 592.63 DL 17% Max 0.00 DL -391.04 DL 0.00 DL 0.00 DL 0.00 DL 1072.59 DL Min 0.00 DL -391.04 DL 0.00 DL 0.00 DL 0.00 DL 1072.59 DL 25% Max 0.00 DL -287.04 DL 0.00 DL 0.00 DL 0.00 DL 1439.88 DL Min 0.00 DL -287.04 DL 0.00 DL 0.00 DL 0.00 DL 1439.88 DL 33% Max 0.00 DL -183.04 DL 0.00 DL 0.00 DL 0.00 DL 1694.51 DL Min 0.00 DL -183.04 DL 0.00 DL 0.00 DL 0.00 DL 1694.51 DL 42% Max 0.00 DL -79.04 DL 0.00 DL 0.00 DL 0.00 DL 1836.47 DL Min 0.00 DL -79.04 DL 0.00 DL 0.00 DL 0.00 DL 1836.47 DL 50% Max 0.00 DL 24.96 DL 0.00 DL 0.00 DL 0.00 DL 1865.76 DL Min 0.00 DL 24.96 DL 0.00 DL 0.00 DL 0.00 DL 1865,76 DL 58% Max 0.00 DL 128.96 DL 0.00 DL 0.00 DL 0.00 DL 1782.39 DL Min 0.00 DL 128.96 DL 0.00 DL 0.00 DL 0.00 DL 1782.39 DL 67% Max 0.00 DL 232.96 DL 0.00 DL 0.00 DL 0.00 DL 1586.35 DL Min 0.00 DL 232.96 DL 0.00 DL 0.00 DL 0.00 DL 1586.35 DL 75% Max 0.00 DL 552.96 DL 0.00 DL 0.00 DL 0.00 DL 1196.64 DL Pagel �'} �� n I J ' l� Min 0.00 DL 552.96 DL 0.00 DL 0.00 DL 0.00 DL 1196.64 DL ,'�� 83% Max 0.00 DL 968.96 DL 0.00 DL 0.00 DL 0.00 DL 372.27 DL Min 0.00 DL 968.96 DL 0.00 DL 0.00 DL 0.00 DL 372.27 DL 92% Max 0.00 DL 1384.96 DL 0.00 DL 0.00 DL 0.00 DL -902.77 DL Min 0.00 DL 1384.96 DL 0.00 DL 0.00 DL 0.00 DL -902.77 DL 100% Max 0.00 DL 1800.96 DL 0.00 DL 0.00 DL 0.00 DL -2628.48 DL Min 0.00 DL 1800.96 DL 0.00 DL 0.00 DL 0.00 DL- -2628.48 DL -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MEMBER2 Station Axial Ic Shear V2 Ic Shear V3 Ic Torsion Ic M22 Ic M33 Ic [Lb] [Lb] [Lb] [Lb"ft] [Lb"ft] [Lb*ft] 0% Max 0.00 DL -1420.80 DL 0.00 DL 0.00 DL 0.00 DL c--2628.48 DL Min 0.00 DL -1420.80 DL 0.00 DL 0.00 DL 0.00 DL -2628.48 DL 8% Max 0.00 DL -1302.40 DL 0.00 DL 0.00 DL 0.00 DL -2208.65 DL Min 0.00 DL -1302.40 DL 0.00 DL 0.00 DL 0.00 DL -2208.65 DL 17% Max 0.00 DL -1184.00 DL 0.00 DL 0.00 DL 0.00 DL -1825.33 DL Min 0.00 DL -1184.00 DL 0.00 DL 0.00 DL 0.00 DL -1825.33 DL 25% Max 0.00 DL -1065.60 DL 0.00 DL 0.00 DL 0.00 DL -1478.52 DL Min 0.00 DL -1065.60 DL 0.00 DL 0.00 DL 0.00 DL -1478.52 DL 33% Max 0.00 DL -947.20 DL 0.00 DL 0.00 DL 0.00 DL -1168.21 DL Min 0.00 DL -947.20 DL 0.00 DL 0.00 DL 0.00 DL -1168.21 DL 42% Max 0.00 DL -828.80 DL 0.00 DL 0.00 DL 0.00 DL -894.41 DL Min 0.00 DL -828.80 DL 0.00 DL 0.00 DL 0.00 DL -894.41 DL 50% Max 0.00 DL -710.40 DL 0.00 DL 0.00 DL 0.00 DL -657.12 DL Min 0.00 DL -710.40 DL 0.00 DL 0.00 DL 0.00 DL -657.12 DL 58% Max 0.00 DL -592.00 DL 0.00 DL 0.00 DL 0.00 DL -456.33 DL Min 0.00 DL -592.00 DL 0.00 DL 0.00 DL 0.00 DL -456.33 DL 67% Max 0.00 DL -473.60 DL 0.00 DL 0.00 DL 0.00 DL -292.05 DL Min 0.00 DL -473.60 DL 0.00 DL 0.00 DL 0.00 DL -292.05 DL 75% Max 0.00 DL -355.20 DL 0.00 DL 0.00 DL 0.00 DL -164.28 DL Min 0.00 DL -355.20 DL 0.00 DL 0.00 DL 0.00 DL -164.28 DL 83% Max 0.00 DL -236.80 DL 0.00 DL 0.00 DL 0.00 DL -73.01 DL Min 0.00 DL -236.80 DL 0.00 DL 0.00 DL 0.00 DL -73.01 DL 92% Max 0.00 DL -118.40 DL 0.00 DL 0.00 DL 0.00 DL -18.25 DL Min 0.00 DL -118.40 DL 0.00 DL 0.00 DL 0.00 DL -18.25 DL 100% Max 0.00 DL 0.00 DL 0.00 DL 0.00 DL 0.00 DL 0.00 DL Min 0.00 DL 0.00 DL 0.00 DL 0.00 DL 0.00 DL 0.00 DL Paget 41KKosnik Project Stillaguamish Tribe Sheet Engineering Counseling Cntr - Arlington WA Date �14- A Professional Service Corporation Job No K-07-035 W� PAPkPeVJ J VJ p Sul a p� 4RKosnik Project Stillaguamish Tribe Sheet En in�erin Counseling Cntr - Arlington n WA pate - d g g K-07-035 A Professional Service Corporation Job No . ••- - - •.•i. .i.. ,. .j.. •j. .j. .. .�. .i. .i.. i •�. r Illy/.1•:-��.:lfriA .i. st• •:. •i. i..1;'•-+' �•, 1i'. .V O�, M .l.•d{, 4�' • E [40KKosnik Project Stillaguamish Tribe Sheet Engineering Counseling Cntr - Arlington WA owe a 4 Professlonal Service Corporation Job No K-07-035 �� . .. \ T-crA-L- /-JD auk, . Project Stillaguamish Tribe Sheet Kosnik Engineering Counseling Cntr - Arlington WA4R A Professional Service Corporation Job No K-07-035 P = S213o psi" Y = 2 l �' __ T�1/tL /9 272 FA 9 M 61 3roo (tz) 4s oL �2�ado) C� 9)(�-Jo) fs� s 3(31) - 193 o oT 5, 78) 12- r,9 � 1� � Koonik Project Stillaguamish Tribe Sheet Engineering Counseling Cntr - Arlington n WA A Professional Service Corporation Job No K-07-035 14 9(3S7,q0)12- 7" IS /,5 _ � 3S"9 ,��" �' [/IJ 7,IZ C i�o.0 276 50 77 < 1 d, . Koanik Project Stillaquamish Tribe Sheet IREngineering Counselinq Cntr - Arlington WA oete e Zau? A Professional Service Corporation Job No K-07-035 CA) - Ado,-- . 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Oq A Professional Service Corporation Job No K-07-035 6r 4KDU 2- cSlc Ol s- X to Kam& Project Stillaguamish Tribe sheet 4 Engineering Counseling Cntr - Arlington n WA pie // I !z -1 K- A Professional Service Corporation Job No K-07-035 r -� saw -Mo.►u CY, 0 15 filly kkaj Title: t54/ Job# I Dsgnr: Date: 4:25PM, 7 OCT 07 Description Scope Rev. 580016 � - OPage=+1 User:Kw-0soaoo5 1�10 Ver5.8.0.1- v.20M ASCE 7-02 Earthquake Load Calculations (a)1983-2006 ENEACALC Ergkwering Software Description Occupancy Category ASCE 7-02 Table 1-1, 2003 IBC Table 1604.5 "I" : Buildings and other structures that represent a low hazard to human life in the event of failu Occupancy Importance Factor = 1.00 ASCE 7-02 9.1.4 Seismic Use Group = I ASCE 7-02 Table 9.1.3 Ground Motion ASCE 7-02 9.4.1.1, 2003 IBC 1615.1 Latitude = 48.207 deg North Longitude = 121.948 deg West Location : Arlington, Snohornish County,WA 98223 Max. Ground Motions, 5% Damping,from USGS 1996 maps : SS = 1.099 g, 0.2 sec response S 1 = 0.309 g, 1.0 sec response Site Classification ASCE 7-02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa&Fv ASCE 7-02 9.4.1.2.4, 2003 IBC 1615.1.2 (using straight-line interpolation from table values) Fa = 1.06 Fv = 1.78 Maximum Considered Eartguake Acceleration ASCE 7-02 Equation 9.4.1.2.4-1 &2, 2003 IBC Equations 16-38& 16-39 S MS = Fa* Ss = 1.165 SM1 = Fv* S1 = 0.551 Design Spectral Acceleration ASCE 7-02 9.4.1.2.5, 2--31BC 1615.1.3 S DS= S MS* 2/3 = 0.777 SDI = S M1* 2/3 = 0.367 Seismic Design Category = D ASCE 7-02 9.4.2.1, 2003 IBC 1616.3 (SDS is most severe) Basic Seismic Force Resisting System ASCE 7-02 Table 9.5.2.2, 2003 IBC Table1617.6.2 Bearing Wall Systems Special reinforced masonry shear walls NOTE!See ASCE 7-02 for all applicable footnotes. Response Modification Coefficient " R" = 5.00 Building height Limits: System Overstrength Factor "Wo" = 2.50 Category"A& B" Limit: No Limit Deflection Amplification Factor "Cd " = 3.50 Category"C"Limit: No Limit Category"D"Limit: Limit= 160 Category"E"Limit: Limit= 160 Category"F" Limit: Limit= 100 :�1 i' Y Title: 5;rl V�-nw `► Job# qz Dsgnr: Date: 4:25PM, 7 OCT 07 Description Scope: 07- �, 7 Rev; KW-0 NO05 Ver5.8.0,1-Nov-2006 ASCE 7-02 Earthquake Load Calculations Page 2 User.Kw `7 (c)1983-2006 ENERCALC Engineering Software Description Average Floor Area per Level = 0 ft2 User defined Shear Carrying % Ratio= 0.000 Reliability Factor"p"= 1.000 Equivalent Lateral Force Procedure ASCE 7-02 9.5.2.5, 2003 IBC 1617.4 The"Equivalent Lateral Force Procedure"is being used according to the provisions of ASCE7-02 9.5.5 Determine Buildinq Period "Cu"factor from Table 9.5.5.3.1 = 1.40 Per ASCE 9.5.5.3.1 the true fundamental Building Period shall not exceed: = 0.000 sec Building Period"Ta"Calculated from Approximate Method selected = 0.000 sec " Cs " Response Coefficient ASCE 7-02 9.5.5.2.1 SDS: Short Period Design Spectral Response per 9.4.1.2 = 0.777 " R" : Response Modification Factor from 9.5.2.2 = 5.00 " I " : Occupancy Importance Factor from 9.1.4 = 1.00 From Eq. 9.5.5.2.1-1 : Preliminary Cs = 0.16 From Eq. 9.5.5.2.1-2 Cs need not exceed = 0.00 From Eq. 9.5.5.2.1-3 &4 Cs shall not be less than = 0.03 9.5.5.2.1 : Seismic Response Coefficient = 0.16 Seismic Base Shear ASCE 7-02 9.5.5.2 Cs = 0.1554 from 9.5.5.2.1 W(see Sum Wi below) = 0.00 k Seismic Base Shear V= Cs*W = 0.00 k Vertical Distribution of Seismic Forces ASCE 7-02 9.5.5.4 "k": hx exponent based on Ta= 1.00 Table of building Weights by Floor Level... Level# Wi:Weight Hi:Height Wi*Hi^k Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment Sum Wi= 0.00 k Total Base Shear= 0.00 k Sum (Wi*Hi^k) = 0.0 k-ft Base Moment= 0.0 k-ft Dianhraom Forces : Seismic Design Cateaory " D ". " E " & " F " ASCE 7-02 9.5.2.6.4.4 Level# Wi Fi Sum Fi Sum Wi Fpx Wpx. . . . . . . . . . . . . . . . . . . . Weight at level of diaphragm and other structure elements attached to it. Fi . . . . . . . . . . . . . . . . . . . . . . Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . Sum of"Lat. Force"of current level plus all levels above MIN Req'd Force @ Level 0.20*S DS*I *Wpx MAX Req'd Force @ Level . 0.40*S DS*I *Wpx Fpx: Design Force @ Level . Wpx*SUM(x->n) Fi / SUM(x->n)wi, x=Current level, n=Top Level n a 4RKosnik Project Stillaguamish Tribe sheet Engineering Counseling Cntr - Arlington-WA Date A Professional Service Corporation Job No K-07-035 II(/ 3 ( � o C 4RKo.snik Project Stillaguamish Tribe Sheet Engineering Counseling Cntr - Arlington WA pate A Professional Service Corporation Job No K-07-035 �e 7 ZI:3 �271 a T r!:p ::Vy�r Kosnik Project Stillaguamish Tribe Sheet En ineering Counseling Cntr - Arlington WA Date4it 1 ( � - g K-07-035 A Professional Service Corporation Job No INS*.RI 7F r � � hype CAS ®-36 elk ® 4 Weld Pattern at Supports �(DK- �11 � ® Button Punch or 11/2" Top Seam Weld ® Primer Painted or Galvanized Allowable Diaphragm Shear Values, q (plf, kN/m) and Flexibility Factors, F ((in./lb)xl06, (mm/N)x106) SIDELAP SPAN (ft-in.,mm) ATTACH- 4'-0" 5'.0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'"owl GAGE MENT 1,220 1,520 1,830 2,130 2,440 2,740 3,050 3,350 3,660 303 308 289 291 277 262 232 q 4.42 4.49 4.22 4.25 4.04 3.82 3.39 BP @ 24' 4.7+281 R 5.7+224R 7.2+187R 8.8+160R 11.0+140R 13.2+125R 16.2+112R F 26.8+1605R 32.5+1279R 41.1+1068R 50.2+914R 62.8+799R 75.4+714R 92.5+640R ` 363 356 349 343 336 312 284 q 5.30 5.20 5.09 5.01 4.90 4.55 4.14 BP @ 12" -- F 4.4+281 R 5.3+224R 6.5+187R 7.9+160R 9.6+140R 11.5+125R 13.8+112R 25.1+1605R 30.3+1279R 37.1+1068R 45.1+914R 54.8+799R 65.7+714R 78.8+640R 567 519 434 417 366 359 325 q 8.27 7.57 6.33 6.09 5.34 5.24 4.74 TSW @ 24" 38.7+159R 32.6+127R 42.6+106R 37.1+91 R 45.3+80R 40.3+71 R 47.3+64R F 221.0+908R 186.2+725R 243.3+605R 211.8+520R 258.7+457R 230.1+405R 270.1+365R 22 646 577 484 456 435 389 378 q 9.43 8.42 7.06 6.65 6.35 5.68 5.52 TSW @ 18" 23.8+159R22.9+127R 29.6+106R 27.8+91R 26.7+80R 31.6+71R 30.1+64R F 135.9+908R 130.8+725R 169.0+605R 158.7+520R 152.5+457R 180.4+405R 171.9+365R 718 632 573 531 498 472 451 ' q 10.48 9.22 8.36 7.75 7.27 6.89 6.58 TSW @ 12" F 17 0+159R 17.5+127R 17.9+106R 18.2+91 R 18.4+80R 18.6+71 R 18.8+64R 97.1+908R 99.9+725R 102.2+605R 103.9+520R 105.1+457R 106.2+405R 107.4+365R 971 874 807 757 719 689 665 g q 14.17 12.76 11.78 11.05 10.49 10.06 9.70 (J Q TSW @ 6" 8.0+159R 8.1+127R 8.2+106R 8.2+91 R 8.2+80R 8.2+71 R 8.2+64R 6 coJ F 45.7+908R 46.3+725R 46.8+605R 46.8+520R 46.8+457R 46.8+405R 46.8+365R 2 457 459 434 418 359 327 290 269 244 q 6.67 6.70 6.33 6.10 5.24 4.77 4.23 3.93 3.56 BP @ 24" 4.3+162R 5.4+130R 7.0+108R 8.7+93R 11.0+81 R 13.4+72R 16.5+65R 19.6+59R 23.7+54R 6 F 24.6+925R 30.8+742R 40.0+617R 49.7+531R 62.8+463R 76.5+411R 94.2+371R 111.9+337R 135.3+308R 528 517 506 478 421 378 343 314 290 q 7.71 7.55 7.38 6.98 6.14 5.52 5.01 4.58 4.23 BP @ 12" 4.0+162R 5.0+130R 6.3+108R 7.9+93R 9.7+81 R 11.9+72R 14.4+65R 17.2+59R 20.3+54R F 22.8+925R 28.6+742R 36.0+617R 45.1+531R 55.4+463R 68.0+411R 82.2+371R 98.2+337R 115.9+308R tr q 794 710 595 561 493 477 432 424 390 11.59 10.36 8.68 8.19 7.19 6.96 6.30 6.19 5.69 TSW @ 24" F 30.5+88R 26.4+70R 34.5+59R 30.6+50R 37.5+44R 33.8+39R 39.8+35R 36.4+32R 41.8+29R 174.2+502R 150.7+400R 197.0+337R 174.7+286R 214.1+251R 193.0+223R 227.3+200R 207.8+183R 238.7+166R 20 884 777 651 607 573 512 494 478 441 i q 12.90 11.34 9.50 8.86 8.36 7.47 7.21 6.98 6.44 TSW @ 18" 19.2+88R 18.8+70R 24.4+59R 23.2+50R 22.5+44R 26.8+39R 25.7+35R 25.0+32R 28.5+29R F 109.6+502R 107.4+400R 139.3+337R 132.5+286R 128.5+251R 153.0+223R 146.8+200R 142.8+183R 162.7+166R q 967 840 755 693 646 609 579 554 534 14.11 12.26 11.02 10.11 9.43 8.89 8.45 8.09 7.79 TSW @ 12" 13.9+88R 14.5+70R 15.0+59R 15.4+50R 15.8+44R 16.1+39R 16.3+35R 16.5+32R 16.7+29R F 79.4+502R 82.8+400R 85.7+337R 87.9+286R 90.2+251R 91.9+223R 93.1+200R 94.2+183R 95.4+166R 1258 1119 1024 954 902 860 826 798 688 q 18.36 16.33 14.94 13.92 13.16 12.55 12.05 11.65 10.04 Q TSW @ 6' 6.8+88R 6.9+70R 7.0+59R 7.1+50R 7.1+44R 7.2+39R 7.2+35R 7.3+32R 7.3+29R f{ � F 38.8+502R 39.4+400R 40.0+337R 40.5+286R 40.5+251R 41.1+223R 41.1+200R 41.7+183R 41.7+166R BP=Button Punch;TSW=Top Seam Weld ' - c 48 VERCa MANUFACTURING CO. Catalog VR1 � r i r w�c 47 Kosnik Protect � Sheet Enginsering - Date A Professional Service Corporation Job No nq^^ I 2 Tv-( ��=� �r.? � 1. � 2 qp �!l►, - ��o r 1 � �`-' g: = 17,E�)�a � `�.. . 14a�? e _ I500.21 Kosnik Projeot � Sheet W 9 9 En ineerin Date d ` A� - � li- A Professional Service Corporation Job No WA USA Ida pr 1�:�, , •-- �O {��( I v� �- �-i' �,:� ��.(� C 12, 422�) — �j`°�-'bra ,�r-� L+ ry : APPENDIX � I �tiC O So ~ h _ - - - cz!, "� o c-- t-- Q— CJ Vr IS NIw til CJ ten. J - - _ t`- •�-- •�- � �- �' S1 ..ice .ice � Z-15 IZA Vl "Qs- Ft � r A r Xosnik Project Stillaguomish Tribe sheet 4iKCounseling Cntr - Arlington WA Date Eng�neer�ng A Professional Service Corporation Job No K-07-035 2.3—Reinforced masonry � 2.2—Unreinforced masonry 3' 2.3.1 Scope 2,2,1 Scope This section provides requirements for the This section provides requirements for design of structures neglecting the contribution of tensile unreinforced masonry as defined in Section 1.6, except 4. strength of masonry,except as provided in Section 2.3.5. as otherwise indicated in Section 2.2.4. 2.3.2 Steel reinforcement—Allowable stresses ' 2.2.2 Stresses in reinforcement 2.3.2.1 Tension — Tensile stress in The effect of stresses in reinforcement shall be Nrf reinforcement shall not exceed the following: neglected. (a) Grade 40 or Grade 50 reinforcement .............................................20,000 psi (137.9 MPa) '2.2.3 Axial compression and flexure (b) Grade 60 reinforcement.......24,000 psi (165.5 MPa) 2.2.3.1 Members subjected to axial (c) Wire joint reinforcement .....30,000 psi (206.9 Mpa) compression, flexure, or to combined axial compression and flexure shall be designed to satisfy Eq. (2-10) and 2.3.2.2 Compression Eq. (2-11). 2.3.2.2.1 The compressive resistance of f� fb steel reinforcement shall be neglected unless lateral +—<1 (2-10) reinforcement is provided in compliance with the F, �,F�b <V4 requirements of Section 2.1.6.5. P )Pe (2-11) 2.3.2.2.2 Compressive stress in where: reinforcement shall not exceed the lesser of 0.4 f, or 24,000 psi (165.5 MPa). (a) For members having an h/r ratio not greater than 99: 2.3.3 Axial comprasrian andflesrcre — h 2 2.3.3.1 Members subjected to axial F. = 141fm 1— (2-12) compression, flexure, or combined axial compression 140r) and flexure shall be designed in compliance with Sections 2.3.3.2 through 2.3.3.4. (b) For members having h/r ratio reater than I 2.3.3.2 Allowable forces and stresses g an g 2.3.3.2.1 The compressive force in 99: s reinforced masonry due to axial load only shall not (10—) r2 exceed that gived by Eq. (2-17) or Eq. (2-18): F ) (a) For members having an h/r ratio not greater than 99: ° —��� fm (2-13 Pp =(0.25 f,An +0.65AS,FS 1— h 2 (2-17) _ (c) Fb —l�� fm (2-14) (140r) ,• ZE3 (b) For members having an h/r ratio greater than 99: (d) Pe—� 2 f"(1-0.577 YJ (2-15) 2 P,,=(0.25f,,A„ +0.65A,FS�(70r) (2-18) 2.2.3.2 Bending — Allowable tensile stresses `l J for masonry elements subjected to out-of-plane or in- 2.3.3.2.2 The compressive stress in ? plane bending shall be in accordance with the values in masonry due to flexure or due to flexure in combination Table 2.2.3.2. .with axial load s not exceed P .3 f m provided the 2.2.4 Axial tension � calculate compressive stress due to the axial load The tensile strength of masonry shall be component,fp; does not exceed the allowable stress, F�, ` .. in Secti n 2.2.3.1. : neglected in design when the masonry is subjected to : 2.3.3.3 Effective compressive width per bar axial tension forces. 2.3.3.3.1 In running bond masonry, and 2.2.5 Shear masonry in other than running bond with bond beams 2.2.5.1 Shear stresses due to forces acting in spaced not more than 48 in. (1219 mm) center-to-center, the direction considered shall be computed in accordance the width of the compression area used in stress with Section 1.9.1 and determined by Eq. (2-16). calculations shall not exceed the least of: — yQ (a) Center-to-center bar spacing. fv—I bb (2-16) (b) Six times the nominal wall thickness. (c) 72 in. (1829 mm). ; A � � _-1 452 RMEH A/A TABLE E-1 Radius of Gyration', r, for Hollow Concrete Masonry; Unit Length = 16 inches2,3 Grout Spacing Nominal Thickness(inches) (inches) 4 6 8 10 12 Solid Grouted 1.1 1.6 2.2 2.8 3.4 16 1.2 1.8 2.4 3.0 3.7 24 1.2 1.9 2.5 3.2 3.8 32 1.2 1.9 2.6 3.2 3.9 40 1.3 1.9 2.6 3.3 4.0 48 1.3 2.0 2.7 3.3 4.0 56 1.3 2.0 2.7 3.4 4.1 64 1.3 2.0 2.7 3.4 4.1 72 1.3 2.0 2.7 3.4 4.1 No Grout 1.4 2.1 2.8 3.6 4.3 A/A TABLE E-2 Radius of Gyration', r, for Hollow Clay Masonry; Unit Length = 16 inches2,3 Grout Spacing Nominal Thickness(inches) (inches) 4 6 8 10 12 Solid Grouted 1.1 1.6 2.2 2.8 3.4 16 1.2 1.8 2.4 3.0 3.7 24 1.2 1.8 2.5 3.1 3.8 32 1.2 1.9 2.6 3.2 3.8 40 1.3 1.9 2.6 3.2 3.9 48 1.3 1.9 2.6 3.3 3.9 56 1.3 1.9 2.6 3.3 4.0 64 1.3 1.9 2.6 3.3 4.0 72 1.3 2.0 2.7 3.3 4.0 No Grout 1.4 2.0 2.7 3.4 4.1 A/A TABLE E-3 Radius of Gyration', r, for Hollow Clay Masonry; Unit Length = 12 inches2,3 Grout Spacing Nominal Thickness(inches) (inches) 4 6 8 10 12 Solid Grouted 1.1 1.7 2.3 2.9 3.5 12 1.2 1.8 2.5 3.1 3.7 18 1.2 1.9 2.5 3.2 3.8 24 1.2 1.9 2.6 3.2 3.9 30 1.3 1.9 2.6 3.3 3.9 36 1.3 1.9 2.6 3.3 4.0 42 - 1.3 1.9 2.6 3.3 4.0 48 1.3 2.0 2.7 3.3 4.0 54 1.3 2.0 2.7 3.3 4.0 60 1.3 2.0 2.7 3.3 4.0 66 1.3 2.0 2.7 3.3 4.0 72 1.3 2.0 2.7 3.4 4.0 No Grout 1.3 2.0 . 2.7 3.4 4.1 1. For single wythe masonry or for an individual wythe of a cavity wall. r= A 2. Based on minimum thickness of face shells and webs.In accordance with UBC Standard No.21-4. Face shells mortar bedding except webs adjacent to grouted cell.Two cell units. Mi 3. Courtesy of the Concrete Masonry Association of California and Nevada. Direct Fastening Systems DX Fastener Technical Data 3.2.3 Allowable Tensile Pullover and Shear Bearing Load Capacities for Light Steel Framing ` with Powder Driven Fasteners 1,2,3,4 Head Sheet Steel Thickness Fastener Description Fastener Diameter in. 14 cia. 16 Ia. 18 lia 20 ga. 22 a _24 aa. 25/26 ga• Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension Shear Ibm IbW Ib(kM IbW IbW Ib(kM IbW Ib(MV) Ib Shear IbW IbW Ib(KM IbW 0.118"shank with Plastic X-DW THP 0,276 390 _ 380 - 320 235 230 200 150 140 125 110 95 75 To Hat Washer (1.73) (1.69) (2,29 (1.05) (1.02) (0.89) (0.67) (0.62) (0.56) (0.49 (0.42) (0,33) 0.118"shank,MX magazine X-DW EGN 0.276 - _ _ _ 255 235 205 200 165 140 135 110 100 75 GN - X-EG (1.13) (1.05) (0.91) (0,89) (0.73) (0.62) (0.60) (0.49) (0.44) (0.33) 0.138"shank with Plastic X-ZF 20 THP 0.322 - 515 ](2.51) E 295 355 215 225 180 160- 140 120 110 110 Top Hat Washer (2.29) (1.31) (1.58) (0.96) 1.00) (0.80 (0.71) (0.62) 0.53 (0.49) 0.49 0.145"shank with Metal ESD 16 P8T 0.322 _ _ 470 410 375 330 305 280 235 220 200 190 Top Hat Washer X DAK16 PST (2.09 (1.82 (1.67) (1,47) 1.361 (1.25) (1.05) (0.98 (0.89) (0.85) 0.145"shank with or X-ZF w/o plastic washers or X-ZF 14 THP MX collation X-DNI 0.322 _ 590 410 450 295 310 215 265 180 185 140 140 110 115 X-EDNI (2.62) (1,82) (2.00) (1,31) (1,38) (0.96) (1.18) (0,80) (0,82) (0.62) (0,62) (0.49) (0,51) X-CR X-DAK 16 0.177"shank without washer X-AL-H 0.322 _ 650 410 490 295 320 215 280 180 21 1140 155 110 120 2.89 1.82 2.18 (1.31 (1.421 (0.96) 1.25 0.80) (0.93) 0.62) (0.69) (0.49) (0.53) 0.177"shank without washer IDS 0.390 580 650 485 490 375 320 275 280 215 210 180 155 145 120 EDS (2,58) (2.89) (2.16) (2.18) (1.67) (1.42) (1,22) (1,25) (0,96) (0,93) (0.80) (0,69) 1 (0.64)1(0,53) 1 Allowable load values are based on a safety factor that is greater than or equal 3 Allowable shear bearing capacities of sheet steel should be compared to allowable to 5.0,calculated in accordance with ICC-ES AC 70. This allows direct comparison fastener shear capacities in concrete,steel and masonry to determine controlling to the fastener load tables to determine controlling design load capacity. resistance load. 2 Allowable pullover capacities of sheet steel should be compared to the fastener 4 Data is based on the following minimum sheet steel properties, tensile load capacities In concrete,steel and masonry to determine controlling FY 33 ksi,Fu=45 ksi(ASTM A 653 material). resistance load. FM UL ; 1 APPROVED 3.2.5 Listings &Approvals X-ECH,X-EKB,and X-ECT Hangers for Wire Positioning Devices W1 0-30-32P1 0,W10-30-42P10 and EW1 0-30-1 5P1 0 fasteners for ICC-ES(International Code Council) sprinkler pipe hangers ER-1290"Exterior or Perimeter Sill and Interior Plate Anchorages` X-ENP-19,ENPH2-21 L15,X-EDNI 9-TH012 and X-EDNK22-TH012 ER-2388"Hilti Low-Velocity Power Driven Fastening Systems" fasteners for attaching steel roof deck(uplift and fire classification) ER-4373"Steel Roof and Floor Deck Diaphragms"(ENPH2,X-EDN19, Cable and Conduit Hardware Hangers(X-HS W6&X-HS W10) and X-EDNK22) Hilt!DX tools and fasteners are also listed/approved by other building code organizations,building ER-5457"Hilti Low-Velocity Powder-Actuated Ceiling Clip Assemblies" departments and laboratories.For the latest information on our listings/approvals contact HIM. ER-6033"Steel Roof Deck Diaphragms with SHEARTRANZ®II Restraining Elements"(X-EDN19&X-EDNK22) 3.2.6 Powder Actuated ESR-1752"Hilti Gas-Powered Fastening System for Metal Track Anchorage" Fastener Specification COLA(City of Los Angeles) Report No.2582"Powder Actuated Fasteners" Material Modified AISI 1060&AISI 1070 steel(austempered)hardness Report No.25296"Steel Deck Attachment" 49-61 Rockwell C, FM(Factory Mutual) W10-30-271`10,W10-30-32-P10,W10-30-42 P10 and EW1 0-30-15P1 0 Tensile Strength=285,000 psi fasteners for sprinkler pipe hangers Yield Strength=0.85 F,=242,000 psi X-ENP-19,ENPH2,X-EDN19,and X-EDNK22 fasteners for attaching Class I Shear Strength=182,000 psi steel roof deck withl-60&1-90 wind uplift ratings UL(Underwriters Laboratories) Plating Zinc plating to a thickness of 5 µm in accordance with X-BTW10 and X-BTM10 with sealing washers for use as Grounding Studs ASTM B 633,SC 1,Type III. Note:UL listing does not include X-BTM8 or any X-BT studs without I sealing washers ' ---mot__� - - _=_-�:~�.:�� -_ - __-- ----=--'�--z•.....:.�-:=�-=�__max.=,-�-. Hlltl,Inc.(US)1-800-879-8000 1 www.us.hilti.com I en espanol 1-800-879-5000 1 Hilt!(Canada)Corp.1-800-363-4458 1 www.ca.hilti.com I Product Technical Gulde 2006 35 i ' � �..� I 1 li I r, Direct Fastening - DX Fastener Technical Data 3.2.3 Allowable Loads in Concrete Masonry Units 1,2,3,4,5,11 A� Hollow CMU Grout-Filled CMU Shank Minimum Face Shells I Mortar Joint Face Shells Mortar Joint I Top of Grouted COP Fastener Description Fastener Diameter Embedment Tension Shear Tension Shear? Tension Shear Tension Shears Tension Shear9 in. in. lb lb lb Ib lb lb lb lb lb lb (mm) (kN) (kN) (M) (kN) M) (kN) (kN) (kN) (kN) (M) X-DNI 0.145 1 40 90 35 60 90 130 40 65 Universal Nail (25) (0.18) (0.40) (0.16) (0.27) (0.40) (0.58) (0.18) (0,29 X-NK 0,145 1 40 90 35 60 90 130 40 65 (25) (0,18) (0.40) L16 (0.27 (0.401 (0.58) (0.18) (0.29) Standard Nail X-ZF10 0.138&0.145 314 40 85 25 50 100 105 45 80 115 175 (19 (0,18) (0,38) (0.11) (0.22) (0,44) (0,47) (0.20) (0.36) 0.51) (0.78) Drywall Track Nail X-DW 0.118 1 115 130 30 65 120 140 45 120 120 165 (25) (0.51) (0.58) 0.13) (0,29) 0.53) (0.62) (0,20) (0.53) (0.53) 0.73) Drywall Track Gas Nail X-GN 0.118 3/4 90 115 65 55 95 120 70 85 65 90 (25) (0.40) (0,51) 0.29 (0,24) 0.42) (0,53) (0.31) (0.38) (0.29) (0.40) Drywall Track Gas Nail X-GN 0.118 1 115 130 70 65 130 140 85 120 75 95 25 0.51 0.58 0.31 (0.29) (0.58) (0.62) (0.38) (0.53) 0,33) (0.42) 1/4-20 Threaded Stud X-W6 0.145 1 105 175 80 110 125 175 135 150 25 (0.471 0.78) (0.36 0.49) (0.56) (0.78) 0.60) (0,67 Limited Purpose Nail X CF 0.138 1 30 65 25 50 (25) (0.13) (0.29) (0.11) (0.22) 1 The tabulated allowable load values are for the low-velocity fastener only,using a safety factor of 8.0 or higher. Wood or steel members connected to the substrate must be investigated in accordance with accepted design criteria. 2 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units conforming to ASTM C 90,Grade N,Type 1. 3 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with mortar conforming to ASTM C 270,Type N. 4 The tabulated allowable load values are for low-velocity fasteners installed in concrete masonry units with grout conforming to ASTM C 476,as coarse grout. 5 No more than one low-velocity fastener may be installed in an individual concrete masonry unit cell. 6 Fastener can be located anywhere on the face shell. 7 Shear direction can be horizontal or vertical(bed joint or head joint)along the CMU wall plane. 8 Fastener located in center of grouted cell installed vertically. 9 Shear can be in any direction. 10 X-ZF fasteners with a shank length 2-7/8 in.have a shank diameter of 0.145 in. All other X-ZF fasteners for masonry have shank diameters of 0.138 in. 11 Multiple fasteners are recommended for any attachment. i i 1 i Hilti,Inc.(US)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 HIM(Canada)Corp.1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 33 • !�' � r,� i 2006 Washington State Nonresidential Energy Code Compliance Form I • Lighting 2008 W"Nagion State Nonresidentlal Energy Code Compliance Fame RevmcW July 2307 jProject Info Proj Address stillaguamiah Tribe counseling Center Date I<;J 11/20/2007 59th Drive tZ For Building Department Use Arlington, Washington Name: Gary Parkinson Architects Appl Name:2812 Colby Avenue, Everett, WA. 98201 i Appl Phone (425) 252-2153 I I ti Project Description Q New ❑ Addition I � p ❑ Alteration ❑Plans Included I Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Ughttng Power Allowance Q Systems Analysis BuildingGrounds ❑Efficacy>60lumens/W y ❑ Controlled by motion Sensor (luminaires>100 Watts) ❑Exemption(list) Alteration Exceptions ❑No changes are being made to the lighting (check appropriate box-sec.1132.3) ❑Less than 60%of the fixtures new,installed wattage not Increased,8 space use not Changed. Tradable.Maximum Allowed Lighting Wattage Allowed Watts Area(ft),perimeter Allowed Watts Tradable Locations Description per ft2 or per If (If)or#of items x ft2(or x If) Uncovered Parking and drives 0.15 W/ft2 6000.0 900.0 I I I Total Allowed Watts 900.0 Use mfgr listed maximum input wattage.For fixtures with hard-wired ballasts only,the Tradable Proposed Lighting Wattage default table in the NREC-Technical Reference Manual may also be used. I 4 Number of Watts/ Watts I Location Fixture Description Fixtures Fixture Proposed uncovered Parking Type 'P' 6 125.0 750.0 I Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 750.0 Non-Tradable Maximum Allowed Lighting Wattage I Allowed Watts Area(ft2),perimeter Allowed Watts Non-Tradable Locations Description p per ft2 or per If (If)or#of items x ft2(or x If) Bldg.Facade(by perim) 5.0W/If 404.0 2020.0 i Non-Tradable Proposed Lighting Wattage r Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Bldg.Facade(by perirn) Type'L' 19 26.0 494.0 Type'M' 4 70.0 280.0 Type'N' 15 35.0 525.0 Total Proposed Watts: 1299 Proposed Watts may not exceed Allowed Watts for Category I i .� I` I I i j 2006 Washington State Nonresidential Energy Code Com liance Form i -interior Lighting 20M Washingbon State Nonresidential Energy Code Comphawa Forme Revived July 2007 i j Project Info Project Address Stillaguamiah Tribe Counaeling center Date 11/20/2007 k 59th Drive NE For Building Department Use j Arlington, Washington Applicant Name: Gary Parkinson Arahitects fApplicant Address: 2012 Colby Avenee, Rverett, 9W. 98201 l Applicant Phone: (425) 252-2153 f I New Building Addition I Project Description ❑ s ❑ ❑ Alteration ❑Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements tQ Prescriptive Qi Lighting Power Allowance Q Systems Analysis Compliance Option (See Qualification Checklist(over).Indicate Prescriptive&LPA spaces clearly on plans.) Alteration Exceptions I❑ No changes are being made to the lighting (check appropriate box-sec.1132.3) ❑ Less than 60%of the fixtures new,installed wattage not increased,&space use not changed t Maximum Allowed Lighting Wattage Location Allowed (floor/room no.) Occupancy Description Watts per R2'• Area in ftz Allowed x Area Floor 1 Offioe Building 1.00 9000.0 9000.0 'I From Table 15-1 (over)-document all exceptions on form LTG--LPA Total Allowed Watts 9000.01 Proposed Lighting Wattage Location Number of Watts/ Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed i Floor 1 Type 'A' 39 60.0 2340.0 Floor 1 Type 'B' 18 90.0 1620.0 i r Floor 1 Type 'C. 8 180.0 1440.0 Floor 1 Type 'D' 10 30.0 300.0 Floor 1 Type 'G' 5 60.0 300.0 Floor 1 Type 'A' 27 52.0 1404.0 Floor 1 Type 's' 4 52.0 208.0 I Floor 1 Type 'x' 2 78.0 156.0 t f f I Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 7768.0 f I I Notes: 1.For proposed Fixture Description,indicate fixture type,lamp type(e.g.T-8),number of lamps in the fixture,and ballast type(if included). For track lighting,list the length of the track(in feet)in addition to the fixture,lamp,and ballast information. 2.For proposed Watts/Fixture,use manufacturers listed maximum input wattage of the fixture(not simply the lamp wattage)and other i criteria as specified In Section 1530. For hard-wired ballasts only,the default table in the NREC Technical Reference Manual may also be used. For track lighting,list the greater of actual luminaire wattage or length of track multiplied by 50,or as applicable,the wattage of current limiting devices or of the transformer 3.List all fixtures For exempt lighting,note section and exception number,and leave Watts/Fixture blank. f i ��.+ I I I Western Geotechnical Consultants, Inc. 4183 SaImprings Dr.,Ferndale,WA 98248 Phone/FAX(3 60)3 80-2507 April 7, 2004 Thomco Construction, fnc. 13700 44t'St. NE Lake Stevens, WA. 98258 Attn: Edmund Thomas Re: Seasonal High Water Table Determination—Final Report Cornehl Property Thomeo Commercial & bight Industrial Site Snohomish Co.,WA Western Geotechnical Consultants, Inc. is pleased to present the results of our monitoring of 7 piezometers installed at the above referenced property. On January 29, 2004 a geotechnical engineer from our firm installed the 7 piezometers in excavated test pits. Subsurface soil and groundwater conditions were evaluated and logged at that time and a report was issued February 5, 2004. On March 22, 2004 we oversaw the excavation of two additional test pits. Subsurface soil and groundwater conditions were documented and piezometers were installed. The results of our supplemental investigation are documented in a report dated March 23, 2004. A description of soil and groundwater conditions encountered and the logs of test pits are included in the reports. The piezometer locations are shown on the attached Site Plan,Figure 1. The purpose of the piezometer installation was to obtain ground water level readings throughout the winter months to determine the seasonal high ground water levels. This report provides the results of our initial water level readings and the results of our periodic readings throughout the rainy season. The water level readings are summarized below. The last column in the table will indicate the seasonal high water table for each piezometer site. RECEIVED APR 0 8 2004 THOMM CONTV, . MI Seasonal High Water Table Dctcradnarion Western Geotechnical ConsuhanEs,Inc Thortro Commercial&Light Industrial Site Comchl Property Snohomish County,WA (Page 2 of 2) 'ezo. Demb of Date Da a Date Date Seasonal No. riezornete b±M 'ezo. 'ezo. Pieza. Mob(feet) f Read Read Read Read Water f L 1/29/04' 2/4/04 3/8/04 4/5/04 1 8.0' 7.0' S.91' 5.95' 6.69' 5.91, 2 7.0' 4.0' 3.45' 3.3l' 4.40' 3.31' 3 7.2' 3.8' 3.24' 3.44' 4.26' 3/24' 4 7.5' 6.0' 5.17' 5.00' 6.31' 5.00' 5 4.8' 2.0' 2.45' 2.61' 3.61' 2.45' 6 6.0' 4.0' 2.56' 2.79' 4.04' 2.56' 7 6.5' 6.0' 4.17' 4.1 F 5.07' 4.11' 8 5.68,4 - 6.36' 5.68' 9 7.40' 6.95' We appreciate the opportunity to be of assistance to you on this project. If you have any questions regarding the contents of this report, or if we can be of fiu-ther assistance, please contact our office. Sincerely, Western Geotechtaical Consultants,Inc. OOpRE �'Lr W Theodore A. Hammer, P.E. �- m Geotechnical Engineer r � U� 2-5870 Attachment: Figure 1, Site Plan Sketch 41sTGfkt`' ONAIt Cc: Gary Parkinson Architects I EXPIRES y7 c,s- tite:or-ta-z Reading taken at time of field investigauon 2 Data to be collected 3 To be determined Piezometer read on 3/22/04, 9 hours after installation 2 i I ,. i I Geo[echnical Investigation WESTERN GEO'IECHNICAL CONSULTANTS.INC Thotnco Conscrucuoo,Inc.-Comenl P,oputy N04 14 1 SW of Intersection of 172n1 St NS and 67`^A.e.NE Suohorwh Co.,WA Feptuury S.2004 (Page 8 of 16) Flgure 1 Site Plan & Test Pit Locations Cornel Property Thomco Commercial & Light Industrial Site Snohomish Co., WA �- - — _ . -- _- Pi N T _ z CL 2 2-1 .SGS so� Premier Pacific Properties, LLC 13700 — 44`11 St. NE ** Lake Stevens, WA 98258 Phone (425) 377-9130 ** Fax (425) 377-9135 DATE: 3129/04 COMPANY: Trepanier Engineering ATTENTION: Ted Tn�panier FAX: (425) 259-5558 Re: Soil logs Western Grutcchnical Consultants,Inc (Curnehl Property) MESSAGE: Ted, Here is copy of report (March 23, 2004)you requested. i i THANK YOU, I Sent By' Edmund M Thomas TILE INFOR.MMATION CONTAINEO IN THIS FACSIMILE COM LNICATION IS PRIVELGEDA.N'D/OR CONFIDENTIAL INFORMATION ONLY FOR THE USE OF THE INDIVIDUAL OR C..NTI Y NAMED ABOVE. IF THE READER OF THIS COVER PAGE 13\v i THE INTENDED RCCIKENT.YOU ARE HEREBY NOTIFIED TwLT ANY DIS$£MINATION, DISTRIBUL'ION OR COPYING OF THIS COMMUNICATION OR THE INFORMATION CONTAINED LY THIS COMMUNICATION IS STRICTLY PROHIBIT". IF YOU RECEIVED THIS COM..WUNICAIION IN ERHOR. PI.EASE IMMEDIATELY `OTIFY CS BY TELMONL AND RETURN THIS FACSIMILE TO G5 AT THE ABOVE ADDRESS VIA THE LIS.POSTAL SUVICE. THANK YOU. PAGES: 8 INCLUDING COVER SHEET i �, to satd noti)ndlsnca oxcnl _W�,j "70 zt ?D-et-Jtn POA16 d Western Geotechnical Consultants, Inc_ 4183 Saltsprings Dr,Fertidalr,WA 98249 PhoneJFAX(3 60)3 80-2507 March 23, 2004 Thomco Construction, Inc. 13700—441" St NE Lake Stevens, WA 99258 ATIN: Mr, Edmund Thomas Re: Report—Addendum Report-C,cotechnical Investigation Cornehl Property Thom o Commercial &UFht IndustrLil Site SW of fntrrsrctian of 172 St. NE ana 671" Ave. NE Snohomish Cpunty,Was Western Geatechnical Comultants,Inc. is plea.5ed to present tho re&ults of our supplennertud gcotcchnical a agineering investigation conduetcd at the above rr_ferr:nced properry. On March 22, 2004 a geotech ical engineer from our firm ovmaw the excavation of 2 test pits at the approairttate locsuuns shown on the attached Si[c Plan. Figure 1. Cim site invcstigauon was supplemented with suhsurfacE soil and groundwater information documenmd in our anginal eeotcchnical report, clawd February 5, 2004 and subsurface data developed by Cascade Surveying and Engineering, Inc. The site is made up of two rootangular portions, one to be developed as three cornmcrcirl lots and the other to be dcvtlopcd with a 2-story concrete tilt-up building and two light industrial lots (scc FL;ure 1). Starmwarer generated on the site will be contmllcd with dctentlarthnfiltrutlon facilities if favorable site conditions are present. The ptupo.:c of this ,upplementul investigation was to characceri2e and evaluate subsurface soil and groundwater conditions at the northern-most portion of the sire. The spooiftc scope of this supplerricnw investigation for the Fite was to define subsurface soil and groundwater conditions in the Far rtorthctn pardon of the site where the USDA Soil Conservation Service (SCS) -'Steil Survey of Snohomish Counry Area, WA" has snapped a charge in soil conditions relative to the remainder of the site (see Figure I). Site Conditions Surface COrlditigns The site is an irreetilav sh%F=d parcel cornpoied .f 2 reet."ngular Piece; (stc Figure 1). The property is relatively flat pa.Nture land that is for ale most pan grass euvcrrcl The property is approximately 9.68 ac-res in si7.e wit'l the throe commercial sitCa occupying 2.75 acros of[he property -iv.d the two light wd..stnat site, and concrete tilt up buUaing occupying the remainder of the site. A majority of the site was investigated on Lmiury 29, 2UD4 nod tlic results were dLscumonted in a report elated February 5, 2004. :a�I.�Jt'7M/ "1rV t .O : How _wa;i wo�C:2i 70-E2-:eri pon!�]da ZO 0led NC11^_tl8/s= C�WCN1-�1 AddcoJum C',s0=ljnical lnvc�uyarion WES'IFlZ.�f GhUTECF-LNlC AL C0NSUi:1'nNP5.INC: Ttiomco Consiruc4ou,Inc.-Carneh:Propctq #04 14 7 SW or"laccrsecUon or 172—St.NE and 6V Ave.h'1; snodomish Co.,WA Mxrrh 23.2004 (Page 2 of 7) This report docuMents a suppl.Mctltal subsurface lnvesti-Pail on to define soil properties in the northern-rnost portion of the propelry. Subsuuface pp_gitions Subsurface soil and groundwaw conditions at the nrmhu-n portion of the sire were explored on March 22. 2004 usink a rubber rise mounted. 4-wheel drive John 17eer 310-0 backhoe with a 1-1/2-wick buck,�t. A total of 2 tCst pitu were excavaiad to a maximum depth of 8.6 EL;t.The locations of the test pits are shown on the anachcd Sitc Plan, F:SIcrC I. A Ctoteclinical Engineer fioin our office continuously logged and cla:;sifred the soils encountered in the test pits using the Unified Soils Classincztion Sytitem(USCS), and the obtained representative soil samples For further analyses and testing. Edited, tdbutatesl test pit logs are includrU with Ibis teport along with a USCS Chart explaining -�rnl descriptions. The test pits wum louscly backffed upon completion of the explorations. Our subsurface investisatinn ,r-vculcd a relatively similar subsurface soil profilo across the property. The subsurface profile consists of about 15 inches of sandy organic rich SILT to silty SAND and roots (OL./SM by USCS) (topsoil), which is underlain by slightly silty fine to medium SAND that cmended 3 to 3-10— fccnt below &,rade (SP/SM by USCS). This soil unit is underlain by tnediuin SAND and gravelly SAND (SP by USCS), that extended to the base of the excavations (ti.6 feet maximum). These soils were moist grading saturated near the base of the excavations. The USDA "Sail Conservation Service (SCS) "Soil Survey of SaahorYtish County Aralt, Washingwri"has mappod Lynnwood loamy sand across the northern portion of the site. Lynnwood loamy sand is somewhat excessively drained sail located on terraces and outwash plains. Lynnwood soils urc classified in Hydm)oglc Group A. The USDA faas mapped the retrnninder of the si[e us Custer fine sandy loarn. The scar surface soils encountered in all our test pits are consistent with the SCS soil ast.Tiption. Grou[rdwatcr Strong groundwater seepage was encountered In both test pits at a depth of 7.9 feet to 9.3 feet below grade durirng our invc-stigation and plecometers were :nz,tulled in both teat piiS. The piezoinc:crs were read on March 22, 2004 approximately 9 hours after installation and [he pie?-)metric surface was inctoured at 5 68 feet and 6.95 feci in Test Pits K and 9 respectively. Tlla water tnbla wiil be monitored throughout the winter season to cictcrmine the depth of the seas,,nal high water table. Water level meaxurecnonts will be doeumentxd tender separate report. .. ..-.i..v♦ era ram c�� 1Pi. ' ON aNOHd a3Wl OH/ '7N 1 7°M 1 ►^ � ea clod N311:4d1SN0) 07YDU-01 _Wo,j vdpp:ZI V0-CZ-'?A poAlo*aa 14du"um GcottaCllniCal 1Grcat,gaaon uTSTPRN GEOTECn:�IChL C�ONSULTAWS.INC. nonwo Consoucuwn.Inc.-COmehl Ywpcny 04147 SW of tntcttiocnon of 172"St.Na and 6701 A-c.NB SnanomlSp Co.WA Mach 23,2004 (Page 3 of 7) Conclusions and Recotnmendations Infilrrati o n The SCS has classified the site soils as belonging to Hydrologic Group A. Our rradings of the piezomstrio surface should be at or near the seasonal high water level. We recommend that the piczouwcem be monitored ovar the ramainder of the wet scasno to define the seasonal high water table. We approoiare the oppomnity to be of assistance to you an this project. If you have any questions regaraing the content, of this report, or if we can be of further assistance, please contact our office. ,L at; Sincerely, k� �*As y,N Westcru GeorWutiral sultants,Inc. ' •� T ` Theodore A. Hammer, P.F Cmotechnical Engineer ex J Attachments: Figure 1, Site Plan and Ttst Pit Locations Unified Soil Classification Chart Tabulated Test Pit Logs Faa:03 14 1 •n,., ar.in.+n d�h4Jvt1/'Ol`1t '�rl WDts� yp abed N0113n41SNO3 03W:H1-01 -wa;j J1=70:21 7G-fZ-irj POA:VAN Ad4endu r.Goowchnwu) Jn�nugation wES '=F-N GEOT1:Ci-NXAL CONSULTANTS,LNC 'MOrncu Construction,Inc -Corocnl Pmperty ncH 1{7 SW of Inrcrsection of 11200 St N&wrd 67"Arc.NE Saunurnlsh Co.,WA !\barer,23,2004 (Page 4 of 7) Figure 1 Addendum Repori Site Plan & Test Pit Locations Corml Property Thomco Commercial & Light Industrial Site Snohomish Co., WA North --=; TP-1 (PW+viDU5 iAvocttjaIion� Y _ LOT / -9 P I I F-�'� Lynnwood k Loamy Sand —--- — (Soil #30)1 -cc US a r Fine -` Sandy Loam �— (Soil #I3) Hydrologic Qruup c INg2a Sourer-a:vy FU%Mson HrY:litlms --- ----- $rmcst Washin(,tan SCS Soil Change Linc - __-- •rw givn.a� d�NNdr,� 'CtVI `��JI I wod-j SC lead I:oll)NISNO V140H:-01 -W013 =vD tl 7e-E?-•°,r AdLIcn4ulnG.:utmhniu21In•wtig on Wb5•iE,'ZNGEDTF-CHNICAL CONS UL-iAN-N, INC TLomev ConumcLon,Lnc.-Comehl P opcti: 404 la 7 SW of int scctiun or l72—St NE and 6—A,e NT Sn0h0"m96 Co.,WA Ma�,:h 23.200a (Pagt: 5 of 7) USCS Classification Chart & Key to Test Pit Logs A G b IT t=- a G U 4 1 i " io p X ? 5 1 01 g e d M 1 �` J p e s .. .. T+7e aw•�W1-)+�jo O 4unuEsvo.eoantw++am r mg s 7y S �5 �c °�� 6�t j h 6 C • �� "' zV m m Q W rn J o o I m I $Ei< Co 58 6 ypZP N C A OOp'A L NQ� J1q•� � u p 6.0 — t i so Bled N011OUISN0) 03Yi0M1-01 -Wojj WdoO'Z1 9o-EZ-JeNI P2n10281 Addendum O6Uta•hna4 Inve3liSn01On ASTER-\'Cr-OTECUMCAL CONSULTANTS.Mc. TD0=0 Co119tru�e;On,IGv- -Cornrhl Property 19 SW of IncersocUon ur 172'"Sr-N'S and 67"'A— N& Snehombli Cu.,WA Minch 13,7004 (Page 6 of 7) Addendum Report-Log of Test Pit —1, '•I -' Test Depth USCS v SoiI DC3Ctipt4'on Sample water- Pocket Pit Interval Clas:. No./ Content Pen. No. (fcc[) Depth (reset) _ cm) TP-8 0.0-1.3 OUSM BtOwu sandy organic SII..T 8-1/1.0 22.5_9E to silty SAND with numorous roots (moist, soft) (to soil 1.3-3.5 SP/SM Orange brown mottled -- R-213.U' 18.1% 1.8 COY slightly silty fine to 3 0' medium SAND (moist. relatively cart) 3.5-6.0 SP Gray brown medium 8-3/4.0' 1700% SAND, trace gravel (moist, relatively compact) 6.U-i;.5 SP Gruy gravelly fine 8-4/6.5, 1 7.8% - gradillg saturatea, 8-5/8.0' 22.3% relatively compact) (stTong seepaPc at 7.8 ft_) Notes: - - • Test pit terminated on 03/22/04 at 8.5 feet • Tcst Pit backfilled upon completion • Piczometer i4st4lled to 8.5 feet. • Groundwater encountered at 7.8 feet (strong zoccpage). The water level ground level. measured 9 hours after instillation of the piezvmeters was 5.68 fret below the i t0 IAN Noi ixaisNO3 O31NOM1-01. -WOJ I WQ?O:t l VO-EZ-Irn peA 1 es8N Addea4am Ccvtc4tgl�a1 IsiveScUmon W`CiTiRN GLOTECHNICAL CONSLI.TAN rS,TNC Thomco Consnocooa.Inc.-Como61 Proptsry «oa 14 7 SW or Iflicuccuon of 172'Sr.NE.rd O'n A•o.NE Snohauoish Cu..WA Mvcb 23.20u4 (Parre 7 of 7) Addendum Report-LOg of Trst Pic F''- 0'-14'7 Test Depth USCS Soil Dascripdon Sruttple W:ILer Pocket PiT Interval Class. Nu./ Content Pcp. No. (feet) Depth M (Kg/sq. (feet) _ cm) TP-9 0.0-1.2 OUSM Brown sandy organic SILT to silty SAND with numerous roots (very moist, soft) (to soil) 1 2-3.0 SP/SM Orange brown mottled 9-1/2.8 16.9% sliglltly silty fine to medium SAND (moist, ralativcly_Com act) _ 3.0-6.0 SP Gray brown medium 9-215.8' 16. % - SAND, traea gravel (Inojit. relatively compact) 6.0-8.6 SP Gray gravelly fit:a to 9-9/8.0' - 12.7% - coarsc SAND (wet grading saturated,relatively compact) (gravelly zones at 7.5 ft.) (strong se de at 8.3 ft.) Notes: ■ Tcst Pit tenninarad on 03/22/04 at 8.6 feet • Test Pit b=kftlled upon completion • Piezometer installed to 8.6 feet. Groundwmei encountered at 8.3 feet (strong seepage). Tne water table tticasurcd 9 hour, of installation of the pieaometer was 6.95 feet below the ground surface. i RECEIVED Western Geotechnical Consultants, Inc. 4183 Saltsprings Dr., Ferndale, WA 98248 FEB 12 2004 Phone/FAX(360)380-2507 February 6, 2004 THOMCO CONST.,INC. Thomco Construction, Inc. 13700 44" St. NE Lake Stevens, WA. 98258 Attn: Edmund Thomas Re: Seasonal High Water Table Determination—Initial Report Cornehl Property Thomco Commercial & Light Industrial Site Snohomish Co., WA Western Geotechnical Consultants, Inc. is pleased to present the results of our monitoring of 7 piezometers installed at the above referenced property. On January 29, 2004 a geotechnical engineer from our firm installed the 7 piezometers in excavated test pits. Subsurface soil and groundwater conditions were evaluated and logged at that time and a report was issued February 5, 2004. A description of soil and groundwater conditions encountered and the logs of test pits are included in that report. The piezometer locations are shown on the attached Site Plan, Figure 1. The purpose of the piezometer installation was to obtain ground water level readings tluoughout the winter months to determine the seasonal high ground water levels. This report provides the results of our initial water level readings and the results of our periodic readings will be documented in subsequent interim reports. The initial water level readings are summarized below. The last column in the table will indicate the seasonal high water table for each piezometer site. Piezo. Depth of Date Date Date Date Seasonal No. Piezometer Piezo. Piezo. Piezo. Piezo. High (feet) Read Read Read Read Water Level3 1/29/04' 2/4/04 1 8.0 7.0 5.91 2 7.0 4.0 3.45 3 7.2 3.8 3.24 -- _ 4 7.5 6.0 5.17 5 4.8 2.0 2.45 — — 6 6.0 4.0 2.56 -- I -- 7 6.5 6.0 4.17 Reading taken at lime of field investigation 2 Data to be collected 3 To be determined i Seasonal High Water Table Determination Western Geotechnical Consultants, Inc. Windemere Real Estate Site NW &,.Tier of g'h St. &State St. Marysville,Washington December 16, 2002 (Page 2 of 2) We appreciate the opportunity to be of assistance to you on this project. If you have any questions regarding the contents of this report, or if we can be of further assistance, please contact our office. Sincerely, Western Geotechnical Consultants, Inc. Theodore A. Hammer, P.E. Geotechnical Engineer Attachment: Figure 1, Site Plan Sketch Cc: Gary Parkinson Architects Fik:04-14-2 2 i Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANT'S,INC. Thomco Construction, Inc.-Cornehl Property 904 14 1 1W of L,tcrsection of 172"e St. NE and 67"'Ave.NE Snohomish Co., WA February 5,2004 Figure 1 Site Plan & Test Pit Locations Cornel Property Thomco Commercial & Light Industrial Site Snohomish Co., WA N t _- -- � CL V• N r _ l i i I Western Geotechnical Consultants, Inc. 4183 Saltsprings Dr., Ferndale, WA 98248 Phone/FAX(360)380-2507 February 5, 2004 Thomco Construction, Inc. 13700—44`h St. NE Lake Stevens, WA 98258 ATTN: Mr. Edmund Thomas Re: Report — Geotechnical Investigation Cornehl Property Thomco Commercial & LiYht Industrial Site SW of Intersection of 172" St. NE and 671" Ave. NE Snohomish County, WA Western Geotechnical Consultants, Inc. is pleased to present the results of our geotechnical engineering investigation conducted at the above referenced property. On January 29, 2004 a geotechnical engineer from our firm oversaw the excavation of 7 test pits at the approximate locations shown on the attached Site Plan, Figure 1. Our site investigation was supplemented with subsurface soil and groundwater information developed by Cascade Surveying and Engineering, Inc. and a site plan with a proposed 59,000 square foot concrete tilt-up building footprint (2 phases), developed by Gary Parkinson Architects, dated October 15, 2003. The site is made up of two rectangular portions, one to be developed as three commercial lots and the other to be developed with a 2-story concrete tilt-up building and two light industrial lots (see Figure 1). Stormwater generated on the site will be controlled with detention/infiltration facilities if favorable site conditions are present. The purpose of our investigation was to characterize and evaluate subsurface soil and groundwater conditions at the site with respect to stornwater control„ foundation design for the proposed concrete tilt-up building, and other geotechnical issues affecting the proposed development. The specific scope of our investigation for the site included the following services: • Excavating a total of 7 test pits at the site to obtain representative subsurface soil and groundwater information and to obtain soil samples to characterize the site. Piezometers were installed in all of the test pits for future groundwater monitoring. Developing tabulated lo,Is for each test pit as to the thickness and depth of each soil unit and describing the soils encounters d in accordance with the Unified Soil Classification System (USCS). • Performing field and laboratory testing, as required, for use in our engineering evaluation of the site. i WESTERN GEOTECHNICAL CONSULTANTS,INC. Geotechnical Investigation #04141 Thomco Construction.Inc.-Cornehl Property SW of Intersection of 172'd St. NE and 671h Ave.NE Snohomish Co.,WA February 5,2004 (Page 2 of 16) Preparing an engineering report including a summary of work performed, a description of the subsurface conditions encountered, and our recommendations for: • Stormwater detention design parameter information. • General site development criteria including stripping and grubbing recommendations. • Cutting and structural fill criteria including the suitability of on site materials for use as structural fill. • Drainage considerations. • Recommendations for groundwater monitoring. Site Conditions Surface Conditions The site is an irregular shaped parcel composed of 2 rect, ular pieces (see Figure 1). The property is relatively flat pasture land that is for the most part grass covered. The property is approximately 9.68 acres in size with the three commercial sites occupying 2.75 acres of the property and the two light industrial sites and concrete till up building occupying the remainder of the site. Subsurface Conditions Subsurface soil and groundwater conditions at the site were explored on January 29, 2004 -wheel drive John Deer 310-D backhoe with a I-1/2-wide using a rubber fire mounted,4 excavated to a maximum depth of 8.0 feet.The locations bucket. A total of 7 test pits were of the test pits are shown on the attached Site Plan,Figure 1. A Geotechnical Engineer from our office continuously logged and classified the soils encountered in the test pits using the Unified Soils Classification System (USCS), and the obtained representative soil samples for further analyses and testing. Edited, tabulated test pit logs are included with this report along with a USCS Chart explaining soil descriptions.The test pits were loosely backfilled upon completion of the explorations. I Our subsurface investigation revealed a relatively similar subsurface soil profile across the property. The subsurface profile consists of about a foot of sandy organic rich SILT i to silty SAND and roots (OUSM by USCS) (topsoil), which is underlain by t/2 to 2 feet f- of slightly silty fine to medium LAND eSto/coa by SAND (SP by USCS),Is underlain by fine to medium SAND and gravelly finThe USDA"Soil Conservation Service(SCS)"Soil Survey of Snohomish County Area, Washington" has mapped Norma loam across the site. Norma loam is very deep poorly al areas on outwash plains and till plains. Norma soils are drained soil located in depression 1 classified in Hydrologic Group D. The near surface soils encountered in our test pits are consistent with the SCS soil description loam. i I WESTERN GEOTECHNICAL CONSULTANTS, INC. Geolechnical Inves110"Mion 404 14 1 Thomeo Construction.111c.-Cornehl Property SW of Intersection of 172w St.NE and 67"'Ave.NE Snohomish Co.,WA February 5,2004 (Page 3 of 16) Groundwater Groundwater seepage was encountered in all of t��04)t pits Piezomcpers were nstall d�n all feet at the time of our investigation (January of the test pits and on 02/04/04 the W ee sec table esw it logs)as . red trough tile Thehvater iezometers at will be 2.45' to 5.91' below the ground surfac ( P monitored throughout the winter season to determine the depth of the seasonal high water table. Water level measurements will be documented under separate report. Conclusions and Recommendations General The plan is to develop the site with a l to 2 story tilt-up concrete building and develop light industrial properties and 3 commercial sales sites (see Figure 1). Stormwater control facilities are planned for the southeast segment of the property. Our investigation focused on obtaining soil and groundwater information across the site to aid in Stormwater control facility design, and continuousnfootings will provide general de adequate support for Conventional shallow spree the proposed concrete building as detailed below. Infiltration The SCS has classified the site soils as belonging to Hydrologic Group D. We recommend that the piezometers be monitored over the winter to define the seasonal high water table and to determine if adequate separation can be maintained to allow for infiltration of stormwater. ' Foundation Support for the Concrete Tilt-up Buildin Based on the results of our geotechnrcal investigation, the site is suitable for foundation support using conventional shallow spread footings founded on compact, undisturbed native, non-organic sandy and/or slightly silty sandy soils (SP and SP/SM by USCS), or on structural fill (defined below in General Development Recommendations). Bearing soil that is disturbed during foundation excavation should be re-compacted or removed and replaced with structural fill. Wall footings and column footings should have minimum dimensions of 18 and 24 inches,respectively. All footings should be founded a minimum of 18 inches below the lowest adjacent final grade for frost protection. All footings supported on the properly prepared, compact native non-organic soils (SP and SP/SM by USCS), or imported structural fill, may be proportioned using a net allowable bearing pressure of 2,000 pounds per square foot (PSF). The term net 1 allowable bearing pressure refers to the pressure that can be imposed on the soil at foundation level due to the total of all dead plus live loads, exclusive of the weight of the footing or any backfill placed above the footing. i WESTERN GEOTECHNICAL CONSULTANTS,IINC. Geotechnical investigation Thortco Construction,Inc.-Cornehl Property SW of Intersection of 172"d St.NE and 67`h Ave.NE Snohomish Co..WA February 5,2004 (Paae 4 of 16) This bearing pressure may be increased by a value of one-third for transient wind or seismic loading. If significant structural fill `Sub subject to re evaluat on byeo e used to raise grae, lle a allowable t chnical bearing pressure could possibly be increased, engineer oeotechnical engineer should be performed Inspection of the foundation excavations by a b prior to forming for footings. This is necessary to and to that foundation �erlifyalhat remain in soil a stiff to very stiff state throughout the foundation , is in an undisturbed state. foundat on Settlement of spread foaling foundations depends on ch atheracteristiclss of the underlying pressure as well as the strength and compres Y bearing soils. Assuming construction is accomplished as c recommended omme ded abou la and he Ior tile l ads anticipated, we estimate total settlement of han about one inch and differential settlementbetweenestimate.adjacent Po nents should be less than about half the total settlement Most f the settlement dion as s are take place relatively rapidly during cons�m eotechniccalleng neer�ltodCOl We that our nd that footing excavations be observed by g design assumptions are met. General Devcla mcnt Recommendationstype Based on our site investigation, we conclude sitewillbesuitable our recomlmenda�ons are development planned from a geotechn►ca standpoint, provided followed and good construction practices are used. Conventional ll �concrete shallow tilt-upspread brillding footing should provide adequate foundation support for the proposed and we anticipate that buildings on the commercial in loads are relatively light industrial properties small. If be supported on shallow footings provided the foundato relatively heavy foundation to are planned for any of the sites, once building loads and locations are known, we recommend that a site specific geotechnical boring investigations or additional test pits be excavated to provide information for development of foundation recommendations for heavy structures. Site Preparation: All topsoil, organics, soft material, and py other ous res and materials must be striped away from the areas to be occupied by the proposed structures associated development improvements which are defined as those areas that will support buildings, parking lots, etc. Based on the results of our subsurface investigation we estimate that the stripping depth will be about 1 foot. It should be verified that all organic re removed during striping of the site. or other unsuitable materials a 1 1 i :.. Geotechnical Investigation WESTERN GEOTECIINICAL CONSULTANTS. INC. Thomco Construction, Inc.-Cornehl Property 004 14 1 SW of Intersection of 172nd St. NE and 671h Ave. NE Snohomish Co.,WA February 5,2004 (Page 5 of 16) The soils below the stripping depth should exhibit no significant shrinkage or swelling with seasonal changes in moisture content. However, the silty sandy soils near the surface are moisture sensitive and could soften when wet and become disturbed by construction equipment. Therefore, earthwork operations will be easier and less costly if performed during the dry season. I Structural Fill and Compaction: It is possible that structural fill will be required to raise grade. Structural fill is defined as fill supporting buildings, sidewalks, driveways, etc. All structural fill used to replace unsuitable soils or to raise the site grade should be placed and compacted on a horizontal subgrade surface. Structural fill should extend beyond the edge of building foundations a distance equal to the thickness of the fill beneath the foundation. In general, the suitability of a soil for use as compacted structural fill depends on the gradation and moisture content of the soil when it is placed. As the quantity of fines (that portion finer than the No. 200 sieve) increases, the soils become increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. Soils containing more than about 5% fines cannot be consistently compacted to a dense, non-yielding condition when the water content is much greater than optimum. Optimum moisture content is the moisture content that results in the greatest dry density. The on-site sandy and gravelly soils located below 2 to 3 feet will make acceptable structural fill and the overlying silty sand soils could be used as structural fill provided the moisture content is carefully controlled. If for any reason it is necessary to use import structural fill, the structural fill should consist of relatively clean sandy GRAVEL with less than 5% fines (GW by Unified Soils Classification System (USCS). JFill should be placed in maximum 8- to 10-inch loose, horizontal lifts and be thoroughly compacted. Under all building foundations, structural fill should be compacted to a 1 minimum of 95% of maximum dry density as determined by the ASTM D-1557 test procedure. Under parking lots and drive areas, the structural fill should be compacted to a minimum of 92%, except for the top 2-feet, which should meet the minimum of 95% criteria. l Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANTS, INC. Thomco Construction.Inc. - Cornehl Property t#04 14 1 SW of Intersection of 172nd St.NE and 67'h Ave.NE Snohomish Co.,WA February i. 2004 (Page 6 of 16) Floor Slab Support: We have assumed that the concrete tilt-up building will have an earth supported floor slab. Preparation of the building areas in a manner described in the previous sections of this report should provide an adequate base for the floor slab support. We recommend that all earth-supported floor slabs be underlain by a minimum of four inches of sand or clean crushed gravel, which will act as a capillary break to prevent moisture wicking to the slab. A vapor barrier, consisting of polyethylene sheeting, may be placed below the floor slab. If a vapor barrier is used, it should be covered with a thin layer of clean sand or crushed gravel to protect it during concrete placement and to aid in concrete curing. After the sand or crushed gravel layer is placed, it should be maintained in a relatively dry condition. Drainage and Grading Considerations: We recommend that footing drains be placed around the perimeter of building foundations. The drains should be placed below the base of all foundations. Tile drains typically consist of a 4-inch diameter perforated pipe surrounded by washed rock. The footing drains should discharge to the storm drainage system for the property. Roof drainage should be discharged by separate tightline and not be introduced into the footing drain system. The ground surface around buildings should be graded so that storm water runoff is directed away from buildings and foundations. Groundwater Monitorin£: We recommend that the piezometers installed in the test pits be monitored throughout the winter months so as to determine the seasonal high water table on the property. Western Geotechnical Consultants, Inc. will be pleased to provide Igroundwater monitoring services for the project. I Erosion Control J Erosion control during construction of the proposed development can be accomplished through placement of proper sedimentation control facilities. We recommend siltation control facilities, consisting of either hay bales or silt fences, be fabricated around the construction area. Typical details for siltation control using either hay bales or silt fences are attached to this report. 1 Siltation devices should be placed downgradient of all construction areas and cleared areas to provide siltation control during construction. All siltation control devices should 1 be maintained during construction, and left in operable condition until the site has been revegetated and siltation is no longer a threat. At that time the siltation facilities should- be removed. Geotechnical Investigation WESTERN GEOTECFINICAL CONSULTANTS,INC. Thomco Construction,Inc.-Cornehl Property 1#04 14 1 SW of Intersection of 172nd St.NE and 67'4 Ave. NE Snohomish Co.,WA February 5,2004 (Page 7 of 16) Closure This report is inlrnded for use by the owner or his representative in the development of the Cornehl property located to the southwest of the intersection of 172"d St. NE and 67th Ave. NE in Snohomish County, Washington. This report should not be used for any other purposes or other project sites without the specific consent of Western Geotechnical Consultants, Inc. Our test pit logs show subsurface conditions at the dates and locations indicated. The analysis, conclusions, and recommendations contained in our report are based on site conditions to the limited depth of our test pits at the time of our investigation. We assume that the exploratory test pits are representative of the subsurface conditions throughout the site. If during construction, different subsurface conditions from those encountered during our explorations are observed or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider and/or modify our recommendations and conclusions where necessary. We appreciate the opportunity to be of assistance to you on this project. 1f you have any questions regarding the contents of this report, or if we can be of further assistance, please contact our office. Sincerely, Western Geotechnical Consultants, Inc. Theodore A. Hammer, P.E. Geotechnical Engineer I Attachments: Figure 1, Site Plan and Test Pit Locations Unified Soil Classification Chart Tabulated Test Pit Logs Typical Erosion Control Facilities File:04 14 l N i I i Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANTS,INC. Thomco Construction,Inc.-Comehl Property #04 14 1 SW of Intersection of I72nd)t NE and 67'"Ave.NE Snohomish Co.,WA February 5,2004 (Page 8 of 16) Figure 1 Site Plan & Test Pit Locations Cornel Property Thomco Commercial & Light Industrial Site Snohomish Co., WA N Q� = - - t i i � I i I i R Geotechnical Investigation WESTERN GEOTECHNICAL CONSULT:L\TS,INC. Thomco Construction.Inc.-Cornehl Property 004 14 1 SW of Intersection of 172nd St. NE and 67`"Ave. NE Snohomish Co., WA February 5,2004 (Page 9 of 16) USCS Classification Chart & Key to Test Pit Logs O U E O i L N 1 \ I ( I J y I c O O _ J n n i;b� I O io h 5 _ M 0. 61 i M � j O •L yj U G7 O _ U � U L ^ u . 3NO-9 - 1. Z u y •2 _ O F K N V Q _ _ Q J O O p In z Q 0 Q ' N R m r. 0 - Cm N j N � I I \ o CO N VICl a z W W O I I I 1 `.' ' cp O 1 J W 20 W U Q � n ¢ > I Lj b�- N U u m )( pt?- 11 ti p i o 0 o p n • • 1 X30M AUMSYld 1 S 10S 03Nn11J-3MJ !0 O NamusSv»Auol"Oeo rod O N N O aa N I r C z oo at V `1•`o S� �g gA N u Y1SS NYC c� 3 4� �4 •u (0 C ' ova CuNi; :•�M �� �o °� t Yy CL a s 53 S� $ Y-� 255 3 Q $ - - Z wig 3 a U 3 cs tr�i uVi M U o � U o (o C7 C7 cn En o n ^Q J -r W p � Q U o^r W� 3n n o�n zl` z C`v C.- ..�v C` �� y�v 4y J age U3a �•r• V 3 `a o N O J = U U i0 y! K4Z N0. U OOJ �Q�_ Na zze O0 � Jau v�g Co �vOi :gyp l^ g n U i Z S U c�" Zip :^o a �z_ YY OK y ;H 4KN7 (/) U UN 3 U z W i�' 7i^ Q Geotechnical Investi.gation WESTERN GEOTECHNICAL CONSULTANTS,INC. Thomco Construction,Inc.-Cornehl Property t#04 14 1 SW of Intersection of 172nd St.NE and 67`h Ave.NE Snohomish Co.,WA February 5,2004 (Page 10 of 16) t Log of Test Pit File:04-14-1 Test Depth USCS Soil Description Sample Water Pocket Pit Interval Class. No./ Content Pen. No. (feet) Depth (%) (Kg/sq. (feet) cm) j TP- 0.0-1.0 OUSM Brown sandy organic SILT 1 to silty SAND with numerous roots (wet, soft) (topsoil) 1.0-2.4 SP/SM Orange brown mottled 1-l/1.5' 21.8010 slightly silty to silty fine to medium SAND (very moist, relatively compact) 2.4-5.5 SP Gray fine to medium 1-2/4.0' 8.89/o SAND, trace (moist, moist, g• relatively compact) 5.5-8.0 SP Gray gravelly fine to coarse 1-3/7.0' 17.6% SAND (gravel is rounded, 3 It minus) (moist grading wet, relatively compact) • Test Pit terminated on 01/29/04 at 8.0 feet • Test Pit backfilled upon completion • Piezometer installed to full depth • Groundwater seepage encountered at 7 feet. Piezometric surface measured at 5.91' below ground surface on 02/04/04. I f 1 I I Geotechnical Investi.ation WESTERN GEOTECHNICAL CONSULTANTS.INC. Thorneo Construction,Inc.-Cornehl Property #04 14 1 SW of Intersection of 172nd St. NE and 67"'Ave. NE Snohomish Co.,WA February 5. 2004 (Page 11 of 16) Log of Test Pit File:04-14-1 1 Test Depth USCS Soil Description Sample Water Pocket Pit Interval Class. No./ Content Pen. } No. (feet) Depth M (K /s g 9. (feet) cm) TP- 0.0-1.3 OUSM Brown sandy organic SILT 2 to silty SAND with numerous roots (wet, soft) (topsoil) 1.3-2.3 SPISM Orange brown mottled 2-1/2.0' 31.3% slightly silty to silty fine to medium SAND (very wet, relatively compact) 2.3-5.3 SP Gray fine to medium 2-2/4.0' 25.5% SAND, trace gravel (wet grading saturated, relatively compact) (seepage at 4 ft.) 5.3-7.0 SP Gray gravelly fine to coarse 2-3/6.8' 22.7% SAND (gravel is rounded, 3 " minus) (saturated, relatively compact) (strong ' seepage at 6.5-ft., caving) • Test Pit terminated on 01/29/04 at 7.0 feet • Test Pit backfilled upon completion • Piezometer installed to full depth • Groundwater seepage encountered at 4-feet (strong seepage at 6.5 feet, caving). Piezometric surface measured at 3.45' below ground surface on 02/04/04. I 1 Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANTS,INC. Thomco Construction, Inc.-Cornehl Property #04 14 1 SW of Intersection of 172nd St. NE and 07"'Ave. NE Snohomish Co., WA February 5,2004 (Page 12 of 16) I Log of Test Pit F11c:04-14-1 Test Depth USCS Soil Description Sample Water Pocket Pit Interval Class. No./ Content Pen. No. (feet) Depth M (Kg/sq. (feet) cm) I TP- 0.0-1.2 OUSM Brown sandy organic SILT 3-1/0.6' 34.1% 3 to silty SAND with numerous roots (wet, soft) (topsoil) TI .2-1.8 SP/SM Orange brown mottled slightly silty to silty fine to medium SAND (very J moist, relatively compact) 1.8-5.7 SP Gray fine to medium 3-2/4.0' 24.7% SAND, trace gravel (very moist grading saturated, relatively corn pact)(seepage at 3.8-ft.) 5.7-7.2 SP Gray gravelly fine to coarse 3-3/7.0' 26.4% SAND (gravel is rounded, 3 11 minus) (saturated, relatively compact) I (Seepage & Caving at 6-ft., heavy seepage & caving at 7-ft.) a Test Pit terminated on 01/29/04 at 7.2 feet • Test Pit backfilled upon completion • Piezolneter installed to full depth • Groundwater seepage encountered at 3.8 feet (heavy seepage & caving from 6 ! feet). Piezometric surface measured at 3.24' below ground surface on I 02/04/04. f I 1 i Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANTS, INC Thomco Construction,Inc. -Cornehl Property N04 14 1 SW of Intersection of 172nd St. NE and 67'h Ave. NE Snohomish Co., WA February 5,2004 (Page 13 of 16) Log of Test Pit File:04-14-1 Test Depth USCS Soil Description Sample Water Pockct Pit Interval Class. No./ Content Pen. No. (feet) Depth (%) (Kg/sq. (feet) _ __ cm) TP- 0.0-1.0 OI.JSM _Brown sandy organic SILT 4 to silty SAND with numerous roots (wet, soft) _ (topsoil) 1.0-3.2 SP/SM Orange brown mottled 4-1/2.0' 20.2% slightly silty to silty fine to medium SAND (very _ moist, relatively compact) _ 3.2-6.2 SP Gray fine to medium 4-2/4.8' 37.2% SAND, trace gravel (wet grading saturated, relatively compact) (slightly silty fine sand lense at 5.5-ft. (SP/SM)) (seepage @ 6-ft.) 6.2-7.5 SP Gray gravelly fine to coarse 4-3/7.0' 20.1% SAND (gravel is rounded, 3 " minus) (wet grading saturated, relatively compact) (seepage & caving at 7-ft.) • Test Pit terminated on 01/29/04 at 7.5 feet • Test Pit backfilled upon completion • Piezometer installed to full depth • Groundwater seepage encountered at 6.0 feet (seepage & caving @ 7-feet). Piezometric surface measured at 5.17' below ground surface on 02/04/04. i Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANTS, INC. Thornco Construction,Inc.-Cornehl Property #04 14 1 ,SW of Intersection of 172nd St.NE and 671h Ave. NE Snohornish Co.,WA February 5,2004 (Page 14 of 16) Log of Test Pit File:04-14-1 Test Depth USCS Soil Description Sample Water Pocket Pit Interval Class. No./ Content Pen. No. (feet) Depth (%) (Kg/sq. (feet) cm) TP- 0.0-0.9 OUSM Brown sandy organic SILT 5 to silty SAND with numerous roots (wet, soft) (topsoil) 0.9-2.3 SP/SM Orange brown mottled slightly silty to silty fine to medium SAND (wet grading saturated, relatively compact) (slight seepage @ 2-ft.) 2.3-3.2 SP Gray fine to medium 5-1/3.5' 19.9% SAND, trace gravel (very moist grading wet, relatively compact) (seepage at 3-ft., heavy caving) 3.2-4.8 SP Gray gravelly fine to coarse 5-2/4.5' 20.1% SAND (gravel is rounded, 3 " minus) (wet grading saturated, relatively compact) (strong seepage at 3.8-ft.) • Test Pit terminated on 01/29/04 at 4.8 feet due to heavy caving • Test Pit backfilled upon completion • Piezometer installed to full depth Groundwater seepage encountered at 2 feet (seepage & caving from 3-feet) Piezometric surface measured at 2.45' below ground surface on 02/04/04. I ,:.;� Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANTS, INC. Thomco Construction, Inc.-coi nehl Property #04 14 I SV/of Intersection of 172"d Si NF and 67t'Ave. NE Snohomish Co..WA February 5,2004 (Page 15 of 16) Log of Test Pit File:04-l4-1 Test Depth USCS Soil Description Sample Water Pocket Pit Interval Class. No./ Content Pen. No. (feet) Depth M (Kg/sq. _ (feet) cm) TP- 0.0-1.2 OUSM Brown sandy organic SILT 6 to silty SAND with numerous roots (wet, soft) (topsoil) 1.2-3.2 SP/SM Orange brown mottled 6-1/2.0' 21.8% slightly silty to silty fine to medium SAND (very moist, relatively compact) 3 2-4.0 SP Gray fine to medium 6-2/3.8' 13.5% SAND, trace gravel (moist grading saturated, relatively compact) (seepage at 4-ft., caving) 4.0-6.0 SP Gray gravelly fine to coarse 6-3/5.5' 23.1% SAND (gravel is rounded, 3 1. minus) (saturated, relatively compact) (gravelly at 6 ft., heavy seepage & caving) • Test Pit terminated on 01/29/04 at 6.0 feet • Test Pit backfilled upon completion • Piezometer installed to full depth • Groundwater seepage encountered at 4.0 feet , caving from 4-feet. Piezometric surface measured at 2.56' below ground surface on 02/04/04. Geotechnical Investigation WESTERN GEOTECHNICAL CONSULTANTS, INC. Thomco Construction,Inc.-Cornehl Property 404 141 SW of intersection of 172nd St.NE and 67'h Ave.NE Snohomish Co..WA February 5,2004 (Page 16 of 16) Log of Test Pit File:04-14-1 Test Depth USCS Soil Description Sample Water Pocket Pit Interval Class. No./ Content Pen. No. (feet) Depth ("lo) (Kg/sq. (feet) cm) TP- 0.0-1.1 OUSM Brown sandy organic SILT 7 to silty SAND with numerous roots (wet, soft) (to soil) _ 1.1-2.0 SP/SM Orange brown mottled slightly silty to silty fine to medium SAND (very moist, relatively compact) 2.0-4.4 SP Gray fine to medium 7-1/2.5' 19.2010 SAND, trace gravel (wet, 7-2/4.4' 18.5% relatively compact) _ �4.4-6.5 SP Gray gravelly fine to coarse 7-3/5.8' 17.1 SAND (gravel is rounded, 3 " minus) (wet grading saturated, relatively compact) (seepage at 6-ft., caving) • Test Pit tenninated on 01/29/04 at 6.5 feet • Test Pit backfilled upon completion • Piezolneter installed to full depth • Groundwater seepage encountered at 6-feet(caving). Piezometric surface measured at 4.17' below ground surface on 02/04/04. r.WWan I FILTER FABRIC MATERIAL 60" WIDE ROLLS NOTE: SPACING BETWEEN POSTS i (USE STAPLES OR WIRE RINGS TO NOT TO EXCEED 6' ATTATCH FABRIC TO WIRE) T FENCE WIRE MESH SUPPOR E CE FOR SLIT FILM FENCES 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. o cq1 1 11 11 �_III_ II,;,III, II N i PROVIDE 3/4" -1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE �1 FABRIC ON THE SURFACE 8" MIN. 2" BY 2" WOOD POSTS (STANDARD OR BETTER OR EQUIV. ALTERNATES: STEEL FENCE POSTS) FILTER FABRIC FENCE NOT DRAWN TO SCALE aB wa SEDIMENT CONTROL BY. FILTER FABRIC FENCE oMM ar: 4181 Saltsprings Drive • 7Ferndale, WA 98248 -- 11 ---- --- ---� _ /oCnl oon_Q�n7 OAlt � N/A y .� - sue; _•�_ FLOW 4- BALE 1. EXCAVATE THE TRENCH. WIDTH 2. PLACE AND STAKE STRAW BALES. i 3. WEDGE LOOSE STRAW BETWEEN BALES. 4. BACKFTLL AND COMPACT THE EXCAVATED SOIL. CONSTRUCTION OF A STRAW BALE BARRIER NOT DRAWN TO SCALE A� A B f POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY NOT DRAWN TO SCALE A°pl ocva4m°r. I II SEDIMENT CONTROL auw°r. STRAW BALE BARRIER 4181 Saltsprings Drive • Ferndale, WA 98248 L= Phone (360) 380_-2507 • Fax (360) 380-2507 w N/A r. N A HBulletin S - 201 YDROMATIC JL"'C)) , PUMPS �: I «� FLAN-E I/ 4 NPT ! r—' I L I�-6�• � 10. d. I IIII I � I L�J L _•1� 1 NOTE CASTINGS MAY VARY_ e TOTAL HEAD MODEL: S3HX SUBMERSIBLE SEWAGE PUMP, — MAX. SOLIDS 21/2" SPHERE 1750 RPM M FT 16 6 75" IMP 4 ;6'- 6 D I A 14 12 10304a. g. 8 5 S 6 20 o 451,102 .� — 2 41 3 0 BHP 1 0 BHP_ 1.5 BHP 2 0 BHP 75 BHP I I I I U S GALS. i 50 100 150 200 250 300 1 350 400 LITERS 1 P00 400 600 800 1000 1200 1400 i FLOW PER MINUTE 2006 Washington State Nonresidential Energy Code Compliance Form Ike • • ' Summary Climate Zone 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address xxxxx 59th Drive NE Date 11/19/2007 Arlington, WA For Building Department Use 3 - Fill out this line on ENV-SUM1 1 '1 Applicant Name: Stilliguamish Tribe of Indians (Tom Ashley) JAN U 6 2008 Applicant Address: PO Box 277 Applicant Phone: 360-653-1104 d lJ gn Project Description New Building ❑Addition ❑ Alteration ❑Change of Use ❑✓ Prescriptive '❑ Component Performance ❑Seattle EnvStd Compliance Option (See Decision Flowchart(over)for qualifications) ❑ Systems Analysis Space Heat Type Q Electric resistance Q All other (see over for definitions) Total Glazing Area Electronic version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade walls may be included in the (vertical&overhd) divided by Wall Area times 100 equals %Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls- 1320 .0 — 4821 .0 X 100 = 27 . 4% O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Ono Option See Decision Flowchart(over)for qualifications Enter requirements for each qualifying assembly below O yes Check here if using semi-heated path and if project meets all requirements for semi-heated spaces Semi-Heated Path as defined in section 1310 Requires other fuel heating and qualifying thermostat Only wall O no insulation requirement is reduced(2006 change) Only available in prescriptive path Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Wall Maximum U-factor is 0.15(R5.7 continuous ins) Minimum Insulation R-values CMU block walls with insulated cores comply Roofs Over Attic 30.0 �� If project qualifies for Concrete/Masonry Option, list walls All Other Roofs n/a with HC>_9 0 Btu/ft2.'F below(other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls' 19.0 from Table 10-9 in the Code. Below Grade Walls n/a Wall Description U-factor Floors Over Unconditioned Space n/a (including insulation R-value&position) Slabs-on-Grade 10.0 Radiant Floors n/a Maximum U-factors Opaque Doors .29/.20 Vertical Glazing 0.450 Overhead Glazing n/a Maximum SHGC(or SC) Vertical/Overhead Glazing n/a 1.Assemblies with metal framing must comply with overall U-factors Notes: ry 2006 Washington State Nonresidential Energy Code Compliance Form -Eilvelope UA CalculationsZone 1 ENV-UA 2006 Washington Stale Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address XX= 59th Drive NE Date 11/19/2007 Space Heat Type Q Electric resistance Q• All other For Building Department Use Glazing Area as%gross exterior wall area 27.4% Prop 45.0% Max Target Concrete/Masonry Option O Yes Q• No Notes: If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). Building Component Proposed UA Target UA List components by assembly ID&paoe# U-factor x Area(A) =UA(U x A) U-factor x Area(A) =UA(U x A) U=0.750 Plan ID-. 0.550 1320.0 726.0 0.550 1320.0 726.0 U= Plan ID: Glazing% Electric Resist. Other Heating m CDU= Plan ID: 0-30% 0.40 0.55 c U= Plan ID: >30-45% see note above 0.45 r � > 0 U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: 0.700 Q U= Plan ID: Glazing% Electric Resist Other Heating m > U= Plan ID: 0-30% 0.6 0.7 vO U= Plan ID: >30-45% see note above 0.6 w U= Plan ID: t0 U= Plan ID: O r U= Plan ID: O U= Plan ID: 0.700 U=0.600 Plan ID: 0.600 21.0 12.6 0.600 21.0 1276 a o U= Plan ID: Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 n u R= Plan ID: 0.036 > R= Plan ID: Electric Resist. Other Heating O R= Plan ID: 0.031 0.036 R=30.0 Plan IDR30 over B deck 0.046 9000.0 414.0 0.046 9000.0 414.0 `m w O R= Plan ID: Electric Resist. Other Heating R= - Plan ID: 0.034 0.046 ( R=19.0 Plan IDS walls 0.046 3480.0 160.1 0.046 3480.0 160.1 \ - Plan ID: ** k m R= Plan ID: ** m 3: R= Plan ID: Electric Resist. Other Heating Cr R= Plan ID: Frame-Wd 0.062 0.062 O R= Plan ID: Frame-Mtl 0.062 0.109 R= Plan ID: Aass Wall++ 0.15 0.15 '*Note:sum of Target Areas here should equal Target Opaque Wall Area(see back) ++see mass wall Criteria R= Plan ID: R= Plan ID: Electric Resist. Other Heating R= Plan ID: Int Ins 0.062 0.062 Note: if insulated to levels required for opaque walls, list above with opaque walls Ext Ins 0.07 0.07 n c R= Plan ID: 0.056 > 0 R= Plan ID: � Electric Resist, Other Heating - R= Plan ID: G 0.029 0.056 R= Plan ID: c R=10.0 Plan ID- I.100 9000.0 900.0 0.540 9000.0 4860.0 It o m R= Plan ID: Electric Resist. Other Heating 1 o R= Plan ID F=0.54 F=0.54 R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material. Totals 22821.0 2212.7 Totals 22821.0 0 6172.7' To comply: 1)Proposed Total UA shall not exceed Target Total UA. 2)Proposed Total Area shall equal Target Total Area. R A 2006 Washington State Nonresidential Energy Code Compliance Form Climate • 2006 Washington siwte too+resident+a Energy Code Compliance Forms Revised July 2007 Glazing Proposed SHGC Target SHGC List components by assembly ID&page# SHGC" x Area(A) =SHGC x A SHGC x Area(A) =SHGC x A ID:Vertical Glazing 0.450 1320.0 594.0 0.450 1320.0 594.0 rn ID: Glazing% Electric Resist. Other Heating N ID: 0-30% 0.4 0.45 `—° ID: >30-46% not allowed 0.4 (7 ID: ID: "Note:Manufacturer's SC may be used in lieu of Totals 1320.0 594.0 Totals 1320.0 594.0 For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A NOTE:Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together ,TargetAdjustment • If the total amount of glazing area as a%of gross exterior wall area(calculated on ENV-SUM1)exceeds the maximum allowed in Table 13-1. then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area OG= OG= VG= 1320.0 Note: OG=overhead glazing Opaque Area 9000.0 3480.0 VG=vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area 4821.0 X 45.= — 100 = 2169.5 Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area For Target OG's,the 2169.5 lesser = 2169.5 — lesser = 1320.0 lesser values are II II used both here and >> 2169.5 �> 2169.5 I below_ Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area Roofs over Attics, + — Other Roofs 9000.0 + — = 9000.0 Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walls 3480.0 + 1320.0 — 1320.0 = 3480.0 Target Areas OK Note: If there is more than one type of wall,the Target VG Area may be distributed among them,and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above • f 2006 Washington State Nonresidential Enerqy Code Compliance Form Btulding Permit Plans Checklist ENV-CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address XXXXX 59th Drive DIE Date 11/19/2007 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (yes,no, n.a.) Section Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If"Other', indicate on plans that electric resistance heat is not allowed n.a. 1310.2 Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation yes 1311.1 Insul.installation Indicate densities and clearances yes 1311 2 Roof/ceiling insul Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced baits yes 1311 3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected, Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used F73: n.a. 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24"o.c.; Indicate that insulation does not block airflow throuah foundation vents yes 1311 5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation is protected n.a. 1311 6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where red'd by Official yes 1312 Glazing and doors Provide calculation of glazing area(including both vertical vertical and overhead)as Dercent of dross wall area yes 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwidth,low-e coatings,gas fillings n.a. 13122 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessarv) 1313 Moisture control yes 1313.1 Vapor retarders Indicate vapor retarders on warm side n.a. 1313.2 Roof/ceiling vap.ret Indicate vapor retarder on roof section; Indicate vaD.retard.with sealed seams for non-wood strut yes 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section n.a. 13135 Crawl space vap.ret Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage yes 1314-1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping yes 13142 Glazing/door sealing Indicate weatherstripping n.a. 13143 Assemb as ducts Indicate sealing,caulking and gasketing n.a. 13144 Recessed Lighting Fixturq Indicate IC rating,ASTM E283 certification,and gasketing or caulking to ceiling PRESCRIPTIVEXOMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) Iyes Envelope Sum Form Completed and attached Provide component performance worksheet if necessary If"no"is shown for any question,provide explanation: TrepanierEngineerins Professional Civil Engineering DRAINAGE REPORT FOR 170XX 59"' AVE EAST STILLAGUAMISH COUNSELING CENTER FOR STILLAGUAMISH TRIBE 63 w� SFct. l �✓ � �/� / � 1py�L EN EXPIRES Sr2n BY TREPANIER ENGINEERING NOVEMBER 7, 2007 1 1601 Broadway Everett, Washington 98201 • Everett(425) 259-5556 FAX (425) 259-5558 INTRODUCTION The site is located in on the west side of 591h Ave. approximately 300 feet south of the intersection with 172nd. The site is flat but generally slopes north to south. The project size is about 1 acre in size. PLANNED DEVELOPMENT The proposal is for a counseling center for the Stillaguamish Tribes with parking and handicapped stalls. Access to the site is through a private easement road that the subject applicant is anticipated to construct to half-street improvement standards. There will also be an access point onto 591h directly off the site. EXISTING DRAINAGE CONDITIONS The property was pastured prior to the short plat. Existing conditions today consist of disturbed sand and gravel and an excavated pond (probably for the short plat and Gale Industries construction along with a few stockpiles). The access road has been raised for drainage onto 591h, but it is still graveled. Frontage improvements along 591h have already been constructed. Lot drainage has also been accounted for since the lot retention/detention will be infiltrated in the Gale Industries infiltration beds (north end and report included with this submittal). PLANNED DRAINAGE CONDITIONS Approximately 801.f. of road drainage from the south half of the access road will be treated for water quality and discharged into the Gale Infiltration Beds, the west side parking lot drainage will collect stormwater from the asphaltic surfaces and run through a Contech Stormwater Filter, while the roof downspouts will discharge directly into the Gale Infiltration Beds without the need for water quality treatment; the southeast parking lot will have its own stormwater filter system. Calculations provided will be the original Gale Infiltration System calculations (reader to refer to the north beds in particular) and the Contech Catch Basin calculations for water quality treatment. When water quality was first planned for the site, it was anticipated that stormmvater manholes would be required, and with the manhole, the stormwater would need to be pumped into the Gale Infiltration Beds. However, the designer discovered catch basin filters were available and were within the ability to discharge by gravity if minimum i grades were allowed on storm piping and the site were raised an additional 2 feet. This was done to avoid pumping. OPERATION AND MAINTENANCE The soils are marginal for infiltration. Therefore, the system needs to be maintained on a regular basis to prolong the life of the infiltration bed. These include: 1. Clean catch portion of all catch basins four times per year; 2. Sweep asphalt areas monthly; 3. Pump out o/w separator four times per year; 4. Continue maintenance contract with Stormwater Management at least once per year and change media as recommended by Contech; 5. Inspect infiltration trench at cleanouts yearly and flush when sediment deposits get to 1" or greater. Note that most of sedimentation will occur within 50 feet of the inlet basin. ti '� I �.k �, 1 ------ - 7 2,5, ; ICI Ra•z„'-�> n Jr_ ' IM=128.Of = AL- 84'Wes �r 1 LOT�2 , I 3 R 45,839 F Z I I I < T D r NEf ING S �w 900 I � IS <D /<2GR SCAL h L! I al J i C7 3 60' I i CD z - - S N SoELo � 4 PISRKING SPACES I N m 10 PARKING SPACES PAVEMENT AREA=18,962 SF ISAa. D 1 I 7 PARKING SPACES �► r 10 PARKING SPACES I' (TI DO Uzi I � I 4 I t4?AW#4P. � 0 0 IL n II r n u $ x� i . c c 1 0 cm > ` f I A 0 - to 0 i I i 3 a I � i � 9 E I! ar € � I a $ I I I d I m IL � N 3 o O GI O 1\ w N V m N O 0 3 I (N)o!leu v p � t - Ul 7 a o mCY C C 3 O O � i O O Q I>>> C 2! N O = N N c I i N o c o Ong a ° I LO i U rq _ O m _ O n W � Eu o � � ; m :" I Irn I I W gym m m p d a ° � a ' NIII I i i I 1 Na` :� a� E m o I n I T. Z � n I 1 c c c c c c m 'v 7 E W W W W W W W U Q Z o T I X V N > m 0 t: g {p q W H N I I 1 ! lA EE CC .0 m o = c u c °o a u U 2 2 I I I _ U. w St I cn_ C a C m LL M CI .} . O 0! W O N O N E 1 Q oo � Eo 1 ! I I I- D a Cf)LA _ I p � s 2 Lq J N GI j I I i 76 O E N C 3 a W 0 4) 3 .O m O !9 I II ~ lQ 2 c ° m c 4 `� lL U m j I Z t SE M m y o y O o N I I y 7 O p U N In <t'I M LID N � In O .O O C = p M N O E �E m o = m a o 04)Oom �. G au) m0cnUiiU (n, I i .. j i I m � . / ® | § ! | kE | k k § o f § , . � ) ) w %{ n CM a CL } En M6 e } W n � 2 � 2 / sj | = a � Zq7 $ 0 � � � m k§ \ % 0. t / C2 q0� /y\\E2 = 2§ o /MG ° ! k ! .� � b� U- � m 25E , t !| | | , z § $ § 2@ + » df ƒ Ik . 9 � www 555422E 1i � �� . 2 « ) \ E | | 'Al 7 e 4 _ \\f / k | l | ` e d � � o � \ , f 5 | � f A § &� ° I \ o � i . { � E ( 2j§ / . � cc � ■ ■ � c0 c: � ƒ _ « 2 = z22X 30: 5 &' � ° -0 EL— - ° & 20 � * n CO m Lo 0 \ƒ = 022l � e �i 0 a § \ \\\ m .2 n /�� / a 1 1L ' '`"— Size and Cost Estimate STORMWATER SOLUTIONS INC. Prepared by Christina Totiand on November 8, 2007 Stillaguamish Medical Center— Stormwater Treatment System Arlington,WA Information provided: • Structure ID = - W SE • Total Area = acre 0.47 0.15 • Impervious Area = 0.42 0.15 • Water Quality Flow, WQF = 0.13 0.05 • Presiding agency = City of Arlington • Assumptions: • Media = ZPG cartridges— 7.5gpm • Drop required from inlet to outlet = 2.3' minimum Size and cost estimates: The StormFilter is a flow-based system, and therefore, is sized by calculating the water quality flow rate associated with the design storm. The water quality flow rate was calculated by the design engineer using the SBUH Method and converting to WWHM per Washington DOE 2005. The StormFilter for this site was sized based on a water quality flow rates shown below. To accommodate this flow rate, CONTECH Stormwater Solutions Inc. recommends using StormFilter CatchBasins (see attached detail). The estimated cost of this system is complete and delivered to the job site. The final system cost will depend on the actual depth of the units and whether extras like doors rather than castings are specified. The contractor is responsible for setting the 6x8 StormFilter and all external plumbing. Structure Water No. of System Estimated ID Quality Cartridges Size Cost Flow W 0.13 4 CatchBasin $17,000 SE 0.05 2 CatchBasin $9,700 The StormFilter has an internal bypass capacity of 1.0 cfs. If the peak discharge off the site is expected to exceed that rate, we recommend placing a high-flow bypass upstream of the StormFilter system. CONTECH Stormwater Solutions could provide our high-flow bypass, the StormGate, which provides a combination weir- orifice control structure to limit the flow to the StormFilter, for approximately $4,500. The final cost would depend on the actual depth and size of the unit. ©2006 CONTECH Stormwater Solutions 12021-B NE Airport Way,Portland OR 97220 Page 1 of 2 contechstormwa ter.corn Toll-free:800.548.4667 Fax:800.561.1271 TS-P037 i 9tect Fast6niinp - 3.2.3 DX Fastener Technical Data j Ilowable Loads in Fy?36 ksi (F„>_58 ksi)Steel 1,2,13,14 ) Shank Steel Thickness(in.) Fastener Description Fastener Diameter 1/8 31ts 1 1/4 3/8 1/2 4/4 tn. Tension Shear Tension Shear I Tension Shear Tension Shear Tension Shear Tension Shear lb kN)B lb(kN)B lb(kN) lb(M) lb(M) lb(M) lb(M) lb(M) lb(kN) lb(M) lb(M) lb(kN) Universal Knurled Shank X-EDNI3 0.145 95 235 225 555 675 620 750 660 635 695 260 385 0.42) (1.05 1.00 2.47) 3.00) (2.76) 3.34 2.94 2.82 2.69 1.16 1.71 Standard Smooth Shank X ZF4 0.138&0.145 120 390 140 465 370 540 535 570 - 0.53) 1.73 0.62) 2.07) 1.65 12,40 2,38 2.54 40 295 0.145 (0,62) (1.31) - Heavy Duty Smooth Shank X-AL-1-15.6 0.158 _ _ 240 685 480 715 645 745 - 1.07 (3,05) (2.14) 3.18 2,87 (3,31) 0.177 - - _ _ _ _ _ _ 685 970 145 600 (3.05 4.31 0.64) (2.67) Heavy Duty Knurled Shank EDS6 0.177 305 530 330 665 665 935 800 970 890 995 400 655 (1.36) 2.36 1.47 2.96) (2.96) (4.16) (3.56) _ELL (3.96) (4.43) (1.78) 2.91 1/4-20 Threaded Stud X-EW6H 0.145 220 500 30 540 550 680 550 665 540 640 - Knurled Shank (0.98) (2.22 (1.33 2,40) (2.45) (3.02) 2.45 2,96 (2.40) (2.85 3/8-16 Threaded Stud 345 750 940 990 1055 1110 890 975 475 800 Knurled Shank EW10� 0.205 - - 1.53) (3.34) 4.18 4.40 4.69 4.94 3.96 4.34 2.11) 3.56 Heavy Duty Smooth Shank DS 0.177 _ _ 395 795 620 855 775 855 800 895 - - (1.76) 3.51) (2.76 3.80 (3.45) (3.80) (3,56) (3.98 X-CR 0.145 - _ 485 480 700 560 - - - - - _ Stainless Steel Smooth Shank (2.16 2.14) (3.11) (2.49) X CR5 0.145 300 210 630 510 850 560 265 395 265 395 _ - 1.33) (0.93) (2.80 (2.27) 3.78 (2.49), (1.18 1.76 (1.18 1.76 j Stainless Steel 8 mm,10 Tim, X-BT11 0.177 _ _ _ _ 245 425 405 585 405 585 405 585 1.09) 1,89 1.80 (2,60) (1.80) (2,60 1,80) 2.60) 3/8-16 Threaded Stud t Blunt Tip Shank X-BT11,12 0.177 - _ _ _ 315 560 515 765 5i5 765 515 765 � 1.40 2.49 229) 3.40 (2.29) (3.40 2.29 (3.40) , Stainless Steel 8 mm&3/8-16 X CR M8AN10 0.158 _ _ 405 405 405 405 405 405 - _ Threaded Stud Smooth Shank _ - (1,80) 1.80) (1.80) (1.80) 1.80 (1.80) Stepped-Shank 170 390 185 405 260 420 495 555 400 570 400 570 a :nurll w-Len ise X DAK9 0.145 0.76) (1.73) (0.82) (1.80) (1.16) (1.87) (2.20) 2.47 (1.78) (2.54) (1.78) (2,54) • r %11 Track Smooth Shank ESD16P8T 0.145 250 530 330 575 335 610 265 480 _ w/Metal To tWasher - - (1.11) (2.36) (1.47) (2,56 1.49 (2,71) (1.18) Drywall Track Smooth Shank X-DW 0.118 _ _ 240 400 320 425 - - - _ _ - (1,07) 1.78 1.42) 1,89 X-EGN10 0.118 140 270 220 275 225 320 280 375 - Drywall Track Smooth Shank 0,62 (1.20) 0,98 1.22 1.00) (1.42 1.25 1.67 X-EGN12 0.118 _ _ 220 315 260 375 280 400 - 0.98 (1.40) (1.16) 1.67 1.25 1.78 3/8"threaded rod hanger X-HS W10 0.145 _ _ 345 305 345 305 345 305 345 305 w/pre-mounted fastener (1.53) (1.36) (1,53 1.36 1.53 1,36 1.53 1.36 Knob Head Nail X-ENK' 0.145 _ 225 555 535 620 620 660 590 605 Knurled Shank - (1.00) (2.47) (2.38) (2.76) (2.76) (294) (2.62 (2.69) 1 The tabulated allowable load values are for the low-velocity fasteners only,using a safety factor that is greater than or equal to 5.0,calculated in accordance with ICC-ES AC 70. 2 Low-velocity fasteners shall be driven to where the point of the fastener penetrates the steel base material in accordance with Section 3.1.4.3,except as noted in this table. 3 X-EDNI fasteners installed into 3/4 in.or thicker steel require 7/16-in,minimum penetration. 4 X-ZF fasteners with a shank length of 9/16 in.have a shank diameter of 0.145 in.All other X-ZF fasteners for steel have a 0.138 in.diameter shank. 5 X-ALH test)np and noted X-CR teslhtg was performed with F =50 ksi base material.X-ALH fasteners with a shank length of 5/8 in.have ashank diameter of 0.145 in.X-ALH fastener with shank lengths of 314 in,&7/8 in.have shankydiameters of 0.158 in.X-ALH tastairl with shank lengths greater than oregual to 1 in.have a shank diameter of 0.177 in. 6 X-ALH and EDS fasteners installed into 3/4-in.or thicker steel require 1/2-in.minimum penetration. 7 EW10 studs installed into 3/4-in.or thicker steel require 1/2-in.minimum penetration.The allowable tension and shear values for 3/4-1n.or thicker steel is based on testing with Fy=50 ksi base material. 8 Except for the X-EDNI and X-ZF fasteners,testing in 1/8-in.thick steel was performed with Fy=50 ksi base material, 9 X-DAK fasteners installed into 1/2-in.or thicker steel require 3/8-in.minimum penetration.The allowable tension and shear values for 3/4-in.or thicker steel is based on testing with Fy=50 ksi base material, 10 X-EGN fasteners installed into 3/8-in.or thicker base steel require 0.320-in,minimum penetration depth. 11 For full load capacity,and to prevent through penetration or damage to coatings on the base steel,a minimum base steel thickness of 5/16-in.is recommended.For further information,please see Section 3.5. ( 12 Based on testing with Fy=50 ksi base material. 13 Multiple fasteners are recommended for increased reliability. 14 Refer to guidelines for fastening to steel,Section 3.1.4,for application limits. Available in Canada or by special order. 34 Hilti,Inc.(US)1-800-879-8000 1 www.us.hilti.com I an espanol 1-800-879-5000 1 Hilt!(Canada)Corp.1-800-363-4458 1 www.ca.hilti.com I Product Technical Guide 2006 k( I t CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3421 Permit #: BLD20080146 BUILDING PERMIT Project Address: 17014 59TH AVE NE, ARLINGTON Parcel No: 3 1052700202 100 PROPERTYOWNER APPLICANT CONTRACTOR STILLAGUAMISH TRIBE OF INDIANS STILLAGUAMISH TRIBE OF INDIANS 3310 SMOKEY POINT DR 3310 SMOKEY POINT DR. ARLINGTON,WA 98223-7719 ARLINGTON,WA 98223-7719 Phone:360 653-1104 Phone:360 653-1104 LICENSE#: EXP: Email: Email: 'PLUMBING • •ACTOR MECHANICAL CONTRACTOR MERIT MECHANICAL INC MERIT MECHANICAL INC 9630 153RD AVE NE 9630 153RD AVE NE PO BOX 2109 PO BOX 2109 REDMOND,WA 98073-2109 REDMOND,WA 98073-2109 Lic#:MERITM1163CM Ex :6/l/2008 Lic#:MERITM1163CM Ex 6/1/2008 • . DESCRIPTION PLUMBING PERMIT 2 FLD,2 U, 1 S,2 DF,1 JS,1 HWT,1 HB, 1 BF. VALUATION: $0 PERMIT TYPE:Commercial 1PERMIT GROUP:Plumbing NUMBER OF STORIES:0 1 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTC 1SEI'BACK REAR SETBACK RE UIRED: PROPOSED: REQUIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHTALLOWED:0 PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERINIIIT ArPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. XITIS PLICATI NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. (:Z Sign re Jo Print Name Date eteased By Datb ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/IRC110. ARCHIVE APPLICANT =ASSESSOR OTHER x I I BLD20080146 • Install An RPBA at the piont of connection after the meter per City of Arlington standard detail W-13 PER g.t. Description Fee Amount Paid Balance Due C-Plumbing Permit Fee $347.00 $0.00 $347.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 56 spec.copies x.15 $8.40 $0.00 $8.40 Total Due: $355.40 $0.00 $355.40 INSPEcriONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INS11ECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection beine reauested.Contact Name and Phone Number.Date Prefereed,and whether you Drefer mornine or afternoon. None 'Y ° COMMERCIAL PLUMBING 7 z PERMIT APPLICATION ���N c.�J Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4)SETS OF CONSTRUCTION DRAWINGS,AND EIGHT (8) SETS OF FIXTURE SPECIFICATIONS(CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: ( ommerciall ( ) Commercial Addition/Alteration Project Address AA E Parcel ID#: Lot#: Subdivision: Project Description: I f Owner: r �, L N hone Number: 1 ,1 Address: '� /mod �� uy, i� �� State: NP Zip Code: Jb Contact Person: LamL u 1W Phone Number: Cell Phone <S-y(-11--3 kcf3 Fax: y� �I� -02,9' —E-mail y (�j/,�1� ��� '��7C�1r cre�.rG� Address: T t3() 4s, J 11M - City: jdm(11k7d State: Zip Code: [/ Please List quantity of fixtures Below: C_) WATER CLOSET BATH TUB SHOWERS) I No-f u�lc �r�wnk (� LAVATORIES CLOTHES WASHER LAUNDRY TUBS FLOOR DRAINS FLOOR SINKS SINKS DISHWASHERSURINALS SUMPS WATER HEATERS ROOF DRAINS WATER PIPING DWV ALTER/REPAIR LAWN SPRINKLERS DRINKING FOUNTAINS MISC PLUMB FIXTURE GREASE INTERCEPTOR GREASE TRAP J&4gIfir slrnk_ Contractor: 02zPhone Number: 4z Address: ql ���) 1� "�eL City; State: Zip Code: A y / n���.1r � �/� & Contractor's License Number: ('�� � N� �� Expiration.- I hereby certi that the above information is correct and that the construction on, and the occupancy and the use of the above- described open will be in ac nce with the laws, rules and regulation of the State of Washington ��- V Appli Sign ure ate VVl Print Applica s Name RECEIVED FOR STAFF USE ONLY 3 0 zwO COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—10 Page 1 of 1 5/05 dwa 17014 59TH AVE NE BLD20080146 STILLAGUAMISH TRIBES F n I .� 3.0 Jun 03 2008 11 : 03AM Banksavers 3606294235 p. 2 06/03/200B 10:51 360A03341d CAA PERMIT CENTER ( PAGE 01/02 MCSe *rNq -.CZ City of Arlington pu{aiic\�'o1•ks'Utilities �iVWOr.Water Departmentph• 3b0.4Q3.352fi C1tOSS CONK acTp0 SERVE For 8u FOR OFFICE UVE ONLY Survey fevie ved by: pate Received: Survey accepted b:+; �Ycs pCVI•l 1�--- APDA�Y� pection Asselnbly pecluircd: ❑ 13a PrOjcct Site Address: Lot#: )property Tax 1014: slow l;uildinl:pt�ctnit �; ^_ _ Property 0"er: Lfj�;& of Stories 11cigl,t of Buitdina. --�--- r<�acti.ity1p be performed at Project I J)Usilws,site: j)1.SCl7g1iar CO3-111 St' C i d e i'roilerty owner shame: S 7� /��' = ' �u • �`-- v owrler's1„a;lin�aduress. 0 FIIx# Property property purer°s Occu ran t.'Co�t nflrne: Q S' Add(esr y 3s OccupnntlCon� t �mailing 3-3 3 Fax# 3 C D Z Occupant:Con�J� Phone# yZ �blies shall be insta!!cd at al-ypremisc a-hcre`in !,e Stale of WashinMon pepnrt�ne"t of Hna!th rc�uire that cert0in pren'scs inslnN beck ow The Ruics a+,d RcgulaUons of t w re�croon peci prevention assemblies.(WAC 296.240.490). t3ockflo P e Cit of Arlington Cross Conrect'tnncCo»�ncct nn e.�1st,t11e i�alure of acu�•Itics on the prcmite m live judgcmcnt of th Y t, Stcm,should a cre.s o present a hazard to the pul,iic��'a-.r°�'� CCS OP pit 1 200G ' T � Jun 03 2008 11 : 03RM Ha +ksavers 3606�?.P4235 P. 1 06/03/2008 L0:51 3604033418 COA PERMIT CENTER PAGE 02/02 .ale tM Ay eAlO ,, ThAR( Cam,r/e City t'Ar in�ton llti hies h i ion Cros C0n11tc 'an SLJ cy 13usincss or P r I a i c c t_NA ine& A6dreec: -- t Name of person fillip ut ur.cY dense rint Place n check ma ik neat to all equipmcrn/rrxtures listed below that tire,or will be.permanently or ocessionally cannecied 10 Water fbi use Atyruo project/business., I tW Toilets 0 High Pressure washers w/cp chemical inicaion lie' inks(kr�chen,bothtoom,etc.) u High Pressure++sabers with checaicet injection m/ Janitors nk D CChcmical Feeder for Cleaners VDShampoo Basin Dye Vats i Hc)se Bib(outside fegcet) o industrial Fluid Systems D blot tub to Chlorinators a $wimmiwng pgol U Computer Cooling Lines to Spa/So me o Bi ine'i'ank o Dishwashers o Condensate Tanks o tee maker a Cooling Towers [a Laundr} Machines O Fulling Tanks, W Air Colyiitionet to Fermenting Tanks ZI l;c"erE.e(pop)�lndiwaUsi:tbCUr n Ll%estockDrinkingTnnks 3 Coftec Urn, Cspress.o h1achine,ctc a Makeup Tanks 0 Maier lreatntent/Filtration S;sicin o Fwilizer Injection n Decorative pond fountain O Intcrtied(looped)son ices rL� Drinking Fountains a Aspira<ers,wee4icide,herfiieide,pesticide p La%►nlLandscape lrription %%.o citcmicols o Pesticide,Applicator Trucks a H lanfLondscapc lrrlgarion w i.h chonticals o Pump Prime Lines e Film Processors 0 RV dump Siation o Photo Developing Sinks/Tanks etc o 5e•+'er Connected Equipment el MobEleicarpet cleaner o Seta Flushing O Air Wa5he:ra D Stills Solcn �atings)ue a Sumps c m a Heatin,Exchangers�+/o double wnll s.ilh leak path [] Lnhorotory E.quipu nnt fit( Hcat P4mps Q Bottle N%3shingequipmcnt G Healin3 System using.wzle: 0 Autoclave Heating Boilcr:c;ccutmteIcial 3 Autopsy Tables ; Ci/Loner feed Lines r, 13 eriPan% 1� Floor Drains CI [3ed Jean+rashers o KIWIC r Equipment o Bidets t3 Commercial Cooking Kettles o Dinly4l's Equipment o Fume Hoods, ei Hydrotherapy 3011's to De reisinaEquipment o Dental Equipment/Cuspidors ' ' o X Ray Equipment a Trap Pr'imas o Used or Gray Water Systems o Private Well on property o - Ste:am Generating Equipment. Garl�agc Can washers the above information is complete and scout-We to VFite Sprinkler System w/o cliernicals the best o>t'my knowledge. C understand that any O Fire`;prinkler System with chemicals changes in equipment connected to the domestic, j a Fire Dept Connection valet system must be reported inimedialely to the o Private Fire Hydrants Cit' ltngton Utilities Division its a c0nditicrtol a Agvwium rnnke•up Wl2tef ntinuc service. p Baptismal Founialn to AirCotnpressor 1-, Z /J D Car washing equipment Date (3 Rnd+'rtor FlushingCquil)M"t ure CCS OP Pat 2016 City Of Arlington Industrial and Commercial Waste Discharge Agreement Application Form Arlington Municipal Code 13.08.590 states that any and all industrial dischargers will not discharge to the City of Arlington Wastewater System without a negotiated discharge agreement. This application will assist in the permitting process. Please fill out all questions. FOR OFFICE USE ONLY Date Received: Application Reviewed By: Business I.D.: Application Accepted By: FILL OUT ALL SECTIONS OF THIS FORM. Is your Business On City Sewer ? Yes No Do Not Know Company Name: Type of business: (description/of activity to be performed at business site) Mailing Address: City: State: Zip Code: Business Address: /7��; S'`� /tv City: Phone Number: 36-' 6 z Extension: Fax Number: %�� `� Email Address: Contact person: -jam �'" -� % Contact Title: 'Y Emergency Phone Number: 12 5 " FOR QUESTIONS CALL SANDY AT 360-403-3539 Will the facility need to be remodeled to accommodate your business? Yes No Does your business require an NPDES permit? Yes no Not sure Does your business require any other permits or licenses? If yes please list. No—,-k— Is this a home based business? Yes No--/—<- r Is the facility rented or leased? Yes No If Yes, the owner or leasing agents Name: Phone number: Is your business a food based industry? (restaurant, bakery, food ; packaging, catering etc.) Yes No Is your business automotive based? (automobile, aviation, small engine ./ repair, motorcycles etc.) Tub 114V ,N Is water used in the process of your business? (washing, rinsing, cooling, as an Ingredient etc.) Yes No_,L_ THE INFORMATION I HAVE GIVEN ON THIS APPLICA T ION IS COMPLETE AND ACCURATE TO THE BEST OF MY KNOWLEDGE. I ALSO UNDERSTAND THAT ANY CHANGES IN THE SEWAGE DISCHARGE FROM THE SITE MUST BE REPORTED TO THE CITY OF ARLINGTON WASTEWATER DEPARTMENT IMMEDIATELY. Signature of responsible person: el Printed Name: Title: Date: S Permit Review Details Permit: BLD20080146 PERMIT`I-RAX 1000 -P-Cross Conn Premise Isolation Complete? y 06/04/2008 gtararan 20 Install An RPBA at the piont of connection after the meter per City of Arlington standard detail y W-13 Total Time: 20 1012 - P-Pre-Treatment Complete? y 06/05/2008 drandolph 30 No comments y Total Time: 30 1014- P-Public Works I Complete? y 06/12/2008 Itaylor 5 No comments y Total Time: 5 1020 - P-Sewer Complete? y 06/09/2008 frapelyea 15 No Comments. y Total Time: 15 1026 - P-Utilities Fees Complete? y 06/03/2008 bfecht 0 Linda is routing in Reta's Absence y Total Time: 0 1028 - P-Water Complete? y 06/05/2008 eanderson 20 1 have no comments y Total Time: 20 1032 - P-Utilities I Complete? y 06/09/2008 gschlagel 5 No Comments y Total Time: 5 2000 - C-Building I Complete? y 06/03/2008 bfecht 0 Plumbing and Mechanical(spec sheets to come)at Brenda's Desk. N 06/05/2008 kwentz 120 All work is subject to field inspection and appoval. y Total Time: 120 2008 -C-Community Development I Complete? y 06/10/2008 bfecht 60 Prepare to issue. y Total Time: 60 Total Reviews: 10 Total Time: 275 6/18/2008 11:07:14 AM Page 1 of 1 l rn a4;y-, f `v �D�ov��«• rsn ion � r J-1 Jam ' r i �r4'�G' .Wei Y il�..l�illl(l�J�'lllll!' I(:t'i�•L 1 11:1 i.•' ��.1 � 7tw�711' BLD-Building Permit Ver:2008E Pnosrty_ +anal • 9BLD20080146 . •i applicant:ISTILLAGUAMISH TRIBE OF INDIANS-STILL/ status_JAPPLIED r r Zyr,l;r: address:117014 59TH AVE NE,ARLINGTON post date_ 613/2008 data screens: Select Screen..- functions:Iselact Permit Function... r r 1r REVIEWS AddRawim I Remo..Ra kw _Print CJ... - rMe+j L�,i 1014 P-Public Works I LTAYLOR 6/10/2008 0 Y N ASSIG14 1026 P-Utilities Fees RSHEPARD 6/10/2008 0 Y N ASSIGN (- 2000 CAuilding I CYOUNG 6/10/2008 0 Y N ASSIGN 2008 C-Community Beveingment I BFECHT 6/10/2008 0 Y N Assrli '" 1., r r r Dorse Local ntianet 4,100% n.,'4�',.. ��:A'l1Aer;� i�. . I , nl l,- .I_-. .+t+,.�.1 I �-1zt . .. . I•;a=i,.. tl N J% PermftTrez-LIV... *bIcI20077619-... 16 HOM-Clty of...j BLD20080146... L�inbax-hUcroso,.. I P forth Editor-...I a 1 10:06 AM Tuesday,Jun 03,2008 10:06 AM ►[ Oe 11J J�rh ' � \ � A CITY OF ARLINGTON 238 N.OLYMPIC AVE,-ARLINGTON,WA 98223 PHONE:(360)403-3421 Permit#: BLD20080147 BUILDING PERMIT Project :Address: 17014 59TH AVE NE, ARLINGTON Parcel No: 31052700202100 IPROPERTY OWNER APPLICANT CONTRACTOR STILLAGUAMISH TRIBE OF INDIANS STILLAGUAMISH TRIBE OF INDIANS 3310 SMOKEY POINT DR 3310 SMOKEY POINT DR, ARLINGTON,WA 98223-7719 ARLINGTON,WA 98223-7719 Phone:360 653-1104 Phone:360 653-1104 LICENSE#: EXP: Email: Email: PLUMBING . N/IECI-IANICAL CONTRACTOR MERIT MECHANICAL INC MERIT MECHANICAL INC 9630 153RD AVE NE 9630 153RD AVE NE PO BOX 2109 PO BOX 2109 REDMOND,WA 98073-2109 REDMOND,WA 98073-2109 Lic#:MERITM1163CM :6/1/2008 Lic#:MERITM1163CM Ex :6/I/2008 i DESCRIPTION MECHANICAL PERMIT VALUATION: $0 PERMIT TYPE:Commercial IPERMIT GROUP:Mechanical/Solar NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: BASEMENT:0 1ST FLOOR:O 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTSETBACK SIDEi REAR SETBACK ]REQUIRED: PROPOSED: REQUII2ED: PROPOSED: IREQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERMITAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. APPLICA IS NO—ft PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID n re P I Name uqte eased By �k Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBC110/IRC110, ARCHIVE APPLICANT =ASSESSOR OTHER i BLD20080147 CONDITIONS • Includes: 2 furnace.100K, 1 other untis,3 furnace up to 100 K BTU, 1 airhandling up to I OK CFM, I vent fan,6 gas outlets. Fee Amount Paid Balance Due C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $145.00 $0.00 $145.00 186 spec.copies x.15 $27.90 $0.00 $27.90 Total Due: $172.90 $0.00 $172.90 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None i 'Y ° COMMERCIAL MECHANICAL PERMIT APPLICATION Nc.�O Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FOUR(4) SETS OF CONSTRUCTION DRAWINGS,AND THREE (3) SETS OF WASHINGTON STATE ENERGY CODE APPLICATIONS. Type of Permit: ( ) Residential Apartment (Commercial / y Project Address: 2 I vQ AJ• L Parcel ID#: Lot#: Subdivision: Project Description Owner: Phone Number: Address City: State: Zip Code: uJ{�J Contact Person: r(c u Pik Phone Number: �Z�—�()a — Cell Phone:JZ5—yL1Z ,?j I Fax: L z Address: _ , U l.SlI l�City: G State:JAL Zip Code: L � Please List Quantity of Fixtures Below: CLOTHES DRYER FURNACE UP TO 100K BTU 4 GAS OUTLETS 2 FURNACE OVER 100K FLR FURN INSTALL/RELOCATE SUSPENDED HTR/UNIT HTR\ APPL VENT/OTHER APPLIANCE REPAIR BOILER UP TO 3 HP BOILER UP TO 4-15 HP BOLIER UP TO 16-30 HP BOILER UP TO 31-50 HP BOILER 51 HP AND UP _L AIR AHNDLING UP TO 1 OK CFM AIRHANDLING OVER 1OK CFM EVAL COOLER _L VENTILATION FANS OTHER VENTILATION SYSTEM VENT HOOD DOMESTIC INCINERATOR COM/IND INCINERATOR ALL OTHER UNITS FREESTANDING STOVE FIREPLACE INSERT Contractor: Phone Number: !11zE_ Address. !S 3t-� �_ /Al City: -,w State: 4LP Zip Code: ! Contractor's License Number:�l�� �1. �(�� Expiration I here rtify that the a information is correct and that the construction on, and the occupancy and the use of the above- de ribed roperty will a in a cordance with the laws, rules and regulation of the State of Washington. Z'\� /&— 0,. dQ p Icant ' n re Yate 'e Print Applicants ame RECEIVED MAY 2 8 200 FOR STAFF USE ONLY COA PERMIT CENTS Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-06 Page 1 of 1 5/05 dwa 17014 59TH DR NE BLD20080147 STILLAGUAMISH TRIBE BLD20080147-bfecht-Microsoft Internet Explorer provided by City ofArTington =1 J XJ P ER MIT BLD-Building Permit Ver-2008B Prior&v ti7 ._ - 4BLD20080147 PEtn�Ts PARCELS applicant:ISTILLAGUAMISH TRIBE OF INDIANS-STILL/ status:JAPPLIED address:117014 59TH AVE NE,ARLINGTON post date, 613/2008 data screens:I Select Screen..- functions_ Select Permit Function..- +vows - - r Add Raeiaw Remove llk wj PAM Close Description i�� 2000 C-Building I CYOUNG 611012008 0 Y N ASSKiN 2008 C-Community Development I BFECHT 6/10/2008 0 Y N ASSIGN �I i f�31 �1r i'%i Da* — Ili Local irtranet 100% 1,_ t/ Start Er: Jl " Perrrit7rax-LIVE-bf...I ;0 6LD20080147-bre_. *http:ticoaweb2/perN...I :)In .-t'k,.dt WI...I J RE:cvh routing-Mes...I «_�® 3:40 PM Tuesday,Jun 03,2008 03:48 PM :� r (, a4,f S j CIP ek-14 Page 1 of 1 Brenda Fecht From: Brenda Fecht Sent: Tuesday, June 03, 2008 11:45 AM To: 'csnyder@meritmechanical.com' Subject: Spec Sheets needed for Mechanical for the 17014 59th Ave NE Stillaguamish Tribe Behavioral Center. Hi Carrie, I received the plumbing cut-spec sheets but we need the mechanical manufacturing specifications for the units as well. Thanks, any questions give me a call 360 403-3431. Brenda Fecht City of Arlington 360 403-3551 6/3/2008 -._ti INSPECTION REPORT ?r 3 • Permit No.: Lot#: Address: Contractor: 5, Owner. Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ISCORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. SIE Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechaniccql ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in W Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: X�&SPECTION REPORT Cog-c�i�r • Permit No.:®72%Ic7 Lot #: Address: 7 1v _ Contra S i 6 Owner. Date: 3r1 r �� Ff-APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. r �2 Inspector: Date: (� 3e7 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: r z.� Q INSPECTION REPORT • Permit No.: o-7 z(,t-q Lot #: Address: 1-7 o 1 K 59 ✓k.r� Contractor: le--t • Owner: r,�, Date: -APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. (5;YLi v &„tee Inspector: Date: /2-Z— TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical _'R�Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: !NSPECTION REPORT • Permit No.: 07-74 og Lot#: /J Address: / 7 Contractor: • Owner: Date: APPROVAL ❑ PARTIAL APPROVAL VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. r Inspector: Date: TYPE OF INSPECTION REQUEST D ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: i . i - 4 � � i '� � r, i i r �• - • �- �, INSPECTION REPORT • Permit No.: C 2—761 ct Lot#: � Address: Contractor: L1.4�_ Owner: S7L/ / Date: ILI I- PPROVAL APARTIAL APPROVAL ❑ VIOLATION 0 CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. -1// 474� r✓l S� � � o/ /ri ✓N i n U Inspector: Date- / TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing 0 Drywall, Nailing ❑ Consultation ❑ Foundation / ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage 1' Insulation / ❑ Other: �. - L�� i i� � - i � - - i . 1� i T - Y• tii ` l '•� �ti / o y 'NSPECTION REPORT Permit No.: o-1 7 6 t q Lot #: Address: r-7 o ► L� 5 ✓+,,�� Contractor: ,vr c5-.-4. Owner: Srn tz=,. Date: t Z APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor El Framing Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: oo !60 INSPECTION REPORT Permit No.: Lot#: Address: 1701z1" SC1 7ti41Vr- Contractor: "V/'/ ec•Jr_ Owner: 61 11v 7''r 4e— Date: I�APPROVAL ❑ PARTIAL APPROVAL VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. •` a / (",--A. �4 z"- Z2 ,, 10 v Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: C/�7� INSPECTION REPORT • Permit No.: 67- 7�l/� Lot #: Address: 201,� - S_e7__6 4"'A' Contractor: iA, �c�r • Owner:_ ,%/ Zz- o Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. G � O cvt Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: eft a 7 ' 1 ■ • 1 ' 1 1 1 ' . 6,c"f of . /,'?-:v yPAn la ,INSPECTION REPORT � Permit No.: el�72 61cl Lot #: Address: / 7 e,�/Y r T1:2 Contractor: X,Y}/,' Co lC- Owner: Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. A0 Inspector: Date: ` a TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 'Other: G�64 �✓OIL�f 1� Y 1 �. I �I ��. �� 7 •� - - _ _ _ _ J INSPECTION REPORT • Permit No.:©7_26 j 7 Lot#: Address: l 7d/ iY ^ Contractor: Owner: 57`'; ' Date: — ®8 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 h�o[ur notice required. v Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Draina e ❑ Insulation A-Other: V T �%✓ _ ` _� ,� I � ' • _, - - - ► _ - _ I -- � � - - -i i •� � �_ �.� P11 ) ,6161 INSPECTION REPORT &j, • Permit No.: 26- % Lot #: Address: Z 7 01`� Contractor: • • Owner: Date: 5 S ❑ APPROVAL APARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �✓ld/D yPd J TI, Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: �tou�- .� I I 1 r &D A,� VSPECTION REPORT o t1 • Permit No.: q] 7 6 t q Lot#: Address: 1-1 n 14 Sa A-Af- Contractor: S T-i L,�.A- r CLA isrf- Owner: z-w Ca"6 Date: 4 -t-1 -t 9-z..k z ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �. O nl c., <r .I•eA vz- f�J'J Inspector: Date: g"'`�_2-S TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid 1X.Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: INSPECTION REPORT • Permit No.: (DO20) 3S' Lot #: Address: 17o l q�'�-??ff A V• NE Contractor: S G E Owner: Sf—�[1am�'�4 C:,n,se/ia� Date: Z- -o f; ❑ APPROVAL ((PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. i. ) W t�heSseal Zoo DS) 14vdrv,S4JlC, T es-' 6-' ,L� r�,a�r� �yn•ak�er .�•,S� �,�rle�Gra��� S✓P�I y G�.�� , �T 2. (�11 fwess ;t " Te s�- o F .4 V4m C.Ir c k Li e � �e �s a ifs 3 MIL " Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 1 NSPECTI OWREPORT • Permit No.: 4�j Lot #: Address: r za i Y S� r A✓• ME Contractor: SC L Owner: Date: 2-3 u 9 ❑ APPROVAL la'PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. 57 �,i�d�lG1 ld�/LO� Sy�D�N l_(/lI. �o �f'A` �c4 - Inspector: M� Date: G -L3 -06 TY E OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: Lot#: Address: 17v j y SST ,4v. !UC Contractor: • Owner: S-/11a;UQ,oits Date: 6-zd -vC, Ces�u ❑ APPROVAL IMPARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. !. li>4ge art e'd across 5+�.t_isr nc F•dc1loc_!- cos ke_Is ,f- Inspector: Date: - a-Q� TYPE OF 1VSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: �- Lot#: Address:oil Contractor: '✓� Owner: Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: INSPECTION REPORT �T • Permit No.: Lot #: h Address: 1 }� �`���_ Contractor: " ,;�'W • Owner: Date: - C . APPROVAL ❑ PARTIAL APPROVAL ❑VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: 3- �g TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove 4 Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 'NSPECTIf"A REPORT • Permit No.: ' 0% y 7 Lot#: Address: _1 7 d 1/-/ - S 9I Contractor: Owner: Date: Pf APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 3 INSPECT'*"_'N REPORT • Permit No.: o 8 o i y 7 Lot #: Address: l-i o i N S S Contractor: M L-- z-t r /1-4 e'L-" • , Owner: S n L11 rvz,,6C Date: 9 —?,,(, -0�8 " ,4PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. AA eUf4 Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork &L Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: Z 2J 'INSPECTION REPORT • Permit No.: O8 o i w 7 Lot #: Address: r7 o f y 51 A ✓L5 Contractor: McYL,r AA e-tdk Owner: Date: I- /9 -o b APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. _,4A �i,[-� �.•��x...�as a —V r,.3 S l�-�.��o w I �._o��w✓i-L.t� Inspector: Date: 01- 5'� TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork zia-Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: ©% o 1 ti-1 Lot #: Address: t-1 o 114 S �, Contractor: k-t ru co Z:-- .tit t-L4+ Owner: ' Date: _ ' - z5-o TS ;APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ssl4— Div� Inspector: Date: i TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing W Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: 20049OZ06 Lot#: Address: O-7c I!j 5'7 tea. IME. Contractor: Owner: Date: le)-le-0 ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. � A 1) L✓J zr cl/ © d;' rca C 2S T �S /Gcc u r. /tir f GCS Inspector: f E� Date: /0 -1c-Oc TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT &t y • Permit Address: ! 1 y 1 (4 �J Avg VC Contractor: y �2r Ownerr Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. r l�.ti -4 Z L 5c►roc-,.�s � ��:..K,.1 1}PP,Za,.c� /nJ,51A-�.L R��y✓�14—r A+ni to �c��Lc.+.d,f ��yL 1 eJSp_ CUM u -a cpy Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑o Drainage ❑ Insulation lother: INSPECTION REPORT • Permit No.: 07 7 6 f'1 Lot #: Address: 711,4e Contractor: • Owner: Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Ga / c?D.4i ovc�cr Inspector: Date: ��d TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ;� Other: C !� y � � } I - r r . l , ti _ I -�, �. _ y - � Y Z' INSPECTION REPORT • Permit No.: c •7 -7(er 9 Lot#: Address: 11 0 I ti S g A-5 Contractor: /Z-, • Owner: s;� sn-- Tyl-,dv�_ Date: 7-j to- o b p�APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. i I—cie> ! n h vco Inspector: Date: G O TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Pe mit No.: < 7 /2 Lot#: Address: Contractor: 5_z7'_f/Cr Owner: t �� Date: W APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. y� l✓h Inspector: Date: TYPE OF INSPECTION REQUESTED Q Under-floor ❑ Framing ❑ Gas Piping Footing ❑ Drywall, Nailing ❑ Consultation -indation ❑ Shear Nailing ❑ Groundwork -inical ❑ Grid ❑ Struct. Slab `ove ❑ Rough-in ❑ Final ❑ Drainage ❑ Insulation (-INSPECTION REPORT • Pe mit No.: �7-7��c/ Lot #: � 7"7 Address: Contractor: S"I ov C h ors Owner: .7/ Date: V APPROVAL ❑ PARTIAL APPROVAL 0 VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �^ l✓h Inspector: Date: � TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20077619 BUILDING PERMIT Project Address: 17014 59TH AVE NE, ARLINGTON Parcel No: 31052700202100 PROPERTY OWNER APPLICANT CONTRACTOR Stillaguamish Tribe Counseling Center Stillaguamish Tribe of Indians KIRTLEY COLE ASSOCIATES LLC PO Box 277 Stillaguamish Tribe of Indians 1010 SE EVERETT MALL WAY STE 102 ARLINGTON,WA 98223 PO Box 277 EVERETT,WA 98208 Arlington,WA 98223 Phone:360.653.1104 Phone:360.653 1104 ext i 1 LICENSE#:KIRTLAL95IBC EXP:1/3/2009 Email: Email: 'PLUMBING1 ' 1 ' MECHANICAL CONTRACTOR MERIT MECHANICAL INC MERIT MECHANICAL INC PO BOX 2109 PO BOX 2109 Lic#:MERITM1163CM Ex :6/1/2008 Lic#:MERITM1163CM Ex :6/l/2008 JOB DESCRIPTION New 9,000 sq ft BUILDING. Plumbing permit under BLD20080146 Mechanical permit under BLD20080147 VALUATION: $939,690 PERMIT TYPE:Commercial 1PERMIT GROUP:Medical/Dental NUMBER OF STORIES: 1 ITYPE OF CONSTRUCTION:II-B NUMBER OF DWELLING UNITS:0 1 OCCUPANT GROUP:B CODE:2006 JOCCUPANT LOAD:90 BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 I BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONTSETBACK SIDE SETBACK REAR SETBACK RE UIRED: PROPOSED: REQUIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O [REQUIRED: PROPOSED: SETBACK NOTES: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. r C�G� 6 0 ignalur rint Name Date 'Released Dal ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.UBC109/IBCI 10/IRC110. ARCHIVE APPLICANT ASSESSOR F—] OTHER 1 �V. �. - - BLD20077619 CONDITIONS • Applicant to provide a"Knox Box"at main entrance to structure.T.C. • Install an RPBA after the meter per City of Arlington Standard Detail Drawings W-13.Alternatly the RPBA can be installed inside the mechanical room before ANY BRANCH CONNECTION. Provide sufficient clearance for testing,repair and maintenance. If an irrigation system is required install a DCVA per City of Arlington Detail Drawings W-09 after the meter befor any branch connections.g.t. • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • Provide 2A:IOB:C portable fire extinguishers at locations as noted on approved plans. • Final Locations of illuminated exit signs&emergency lighting subject to field inspection by the Building Official. • Request final Fire Department Inspection(360)403-3607. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a''/2 inch min. stroke width on a contrasting background. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERMIT FEES Description Fee Amount Paid Balance Due C-Building Permit Fee $6,188.75 ($6,188.75) $0.00 C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 C-Building Plan Review Fee $4,023.00 ($4,023.00) $0.00 C-State Building Code Surcharge $4.50 ($4.50) $0.00 C-Traffic Mitigation $60,390.00 ($60,390.00) $0,00 Total Due: $70,606.25 ($70,606.25) $0.00 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number Date Prefereed and whether you prefer morning or afternoon. • a i I ti �� u i . - - - . � . . . _ . _ � r. ...� � _... � . _... _ _� � � � - - � • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Exterior • C-Ceiling Grid • C-Framing • C-WallInsulation/Caulk • C-Sheetrock Nail • C-Building Final • F-Fire Final • C-Underfloor • C-Gas Piping Groundwork K [�T �/ 1010 SE Everett Mall Way • rl 1 1 � Suite 102 �-JI (�"� .z= Everett WA 98208 _�`sir'=T - J Phone:425,609.0400, Fax:425.609.0410 (/yn tt June 2, 2008 LETTER OF TRANSMITTAL TO: City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 ATTENTION: Brenda PROJECT: 08652 JOB NUMBER: Stillaguamish Counseling Center WE ARE SENDING YOU ❑Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Other: rCOPIES DATE NO. DESCRIPTION 5 5/22/08 Stillaguamish Counseling Center Civil Sheet 7 5 5/22/08 Stillaguamish Counseling Center Civil Sheet 5 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit_copies for approval >: For your use ❑ Approved as noted ❑ Submit _copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return _corrected prints ❑ For review and comment El FOR BIDS DUE REMARKS: Please contact Brad Erdahl at 425-231-6705 if you have any questions. SIGNED: Patti Knutson, Project Engineer CC: File P:\All Jobs\08652 Stillaguamish Counseling Ctr\Permits\Civil Sheets 5,7 Transmittal 6-2-08 doc Last Revised: 10 i . �, . � � a • � �. �, .: _ ,� . , , .. . ._ �'`" °� NEW COMMERCIAL/MULTIFAMILY �,� o PERMIT APPLICATION ��tvG� Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360) 403 3447 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS. THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8)SETS OF CONSTRUCTION DRAWING,EIGHT(8)SETS OF STRUCTURAL DRAWINGS AND CALCULATIONS,EIGHT(8)SETS OF SITE PLANS,EIGHT(8)SETS OF SPECIFICATIONS IF APPLICABLE, THREE(3) SETS OF ENERGY CODE CALCULATIONS, THREE(3)SETS OF GEOTECH SPORT. TWO(21 SETS OF THE APPROVED LAND USE PERMIT. fJ.-iYtiliCI�, Name of Project: �� u� T� GLN Valuation. 1 )20 000 00 Y Project Address: �X ParcellD#: _-21`aE22_100202IdQ '',,``LegalDescription G 22 Owner:CA 1"Y�Mn� �� 4NU�1� _Phone�Number. _� _ 6O�✓^ (� Address: l City: eT,�� State: 6 Z 2Z�✓ Zip Code:_EM II Architect: � � 0 Phone Number: �i Cell Phone: Fax:4ZC 742" �?O E-mail: 041y L% to"zi - &0 Address: !� (S C-�✓��� /'� city ; State: 1_ Zip Code: 201 Engineer; �'l"` l�lt��"L �tJV Phone Number: 42r2' j7 '1(000 Cell Phone: I'I Fax: E-mail: ��� 60� Address: 1 O2l1( l�VE y�, G City: �iJ �TT _State: Wtl� — Zip Code:C;ff)ZOO General Contractor: Phone Number: Cell Phone: Fax: E-mail Address: — City: State: Zip Code: Contractor's License Number: ,�� Expiration _ Contact Person: / �:� 1 Phone Number: 54oc-&7S' 1104 X t Cell Phone: Fax: 4�, . E-mail Address: !,O•yoX 211 City:-P44 ft,l4 State: �_ Zip Code: �722 Proposed Scope of Work. k%\0 I 'OM f"V Estimated Project Value l l ODD, coo,®a Building Footprint: t DDO Occupancy Classification: Type of Construction: Number of Stories: Total Square Footage: 9, QDD Square/Footage per Floor Parking Spaces Provided: 01 _ Barrier Free Spaces: I hereby certify th Jinc information is correct and that the construction on, and the occupancy and the use of the above- descri p ope wi rdance with the laws, rules and regulation of the State of Washington. 7 6, k k/ `I et, A,00 j Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amou t Received Receipt# Date Received WEB Forms—07 Page 1 of 1 3/07 dwa i _, ,; _ ti,: _ . G% Y �� OCCUPANT'S STATEMENT OF INTENDED USE R�1NG,t OO Development Project# Permit# Project Name/Tenant �1`��L,;®'> yD -e OXA! `L Ly ttz,- Site Address Bldg/Unit/Suite IBC Construction Type IBC Occupancy Type Description of Use GOV0 kA U: W (�7 Building Square Footage 01000 4� Area of Construction Will there be any installation, modification or removal of the following? (Check all that apply) AAutomatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping ect...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations 9 Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Pr,'nted Name of Agent_` / ► 4 °t Zt�u? Signatur of Occupant I Agent Date WEB Forms-31 Page 1 of 1 5/05 dwa I I A 4 SPECIAL INSPECTION oAND TESTING AGREEMENT Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3447 PRIOR TO ISSUANCE OF PERMIT, THIS FORM MUST BE COMPLETED IN ITS ENTIRETYAND RETURNED TO THE CITY FOR APPROVAL. THE COMPLETED FORM MUST HAVE THE ORIGINAL SIGNATURES OF ACKNOWLEDGEMENT OF ALL PARTIES. I_ Name of Project: Project Address: _�XX X � � ►i�� `r�jV t � ( Owner: r1 ALL ( `0 1 I'� �IyrJI�J Phone Number: �� ��✓ I D� Address: Q ttcx 211 City State: Zip Code: Z2� Architect: /-'� � I �-� `I PhoneeNuu'mber: �'2►,/ ' ZV/2 ���� Address: tot Z 1L�� City: v State: Zip Code Engineer` ` �i�UIW�t��'�Ny Phone Number: " l2& - �J L�O �O Address: O�O�`� t� }��+� GCity: V State: Zip Code: 16 General Contractor: f >� Phone Number: Address: City: State: Zip Code: DUTIES AND RESPONSIBILITIES Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete Structural Masonry Structural Steel and Welding High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems 0() Other Specify: 66,111"A All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted. The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed, for the review of all parties. Any nonconforming items shall be brought to the immediate attention of the contractor for resolution. A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued. This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy"City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: WEB Forms—48 Page 1 of 2 3/07 dwa �� V r L 4�``" °� SPECIAL INSPECTION 9,� o AND TESTING AGREEMENT ��NG1 Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223• Phone (360)403 3551 • FAX (360)403 3447 The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports, on site, for review. The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner, or the architect or engineer acting as the owners agent, shall employ the special inspector or agency ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: General Contra r: Date: Arch ite Date: A ek (;p(9 Engineer: Date: Special Inspection Agency: Date: City of Arlington Building Official Date: WEB Forms—48 Page 2 of 2 3/07 dwa Snohomish County, WA Assessor Parcel Data Page 1 of 2 SnohomishOnllne Oovernmont Information Services County40 Washington * R E A L * Property Information Cooty H.o....me.Assessor_1 Ionic Treasurer Home Information on which Department to contact Please view Disclaimer If you have questions,comments or suggestions, please Contact Us. Date/Time:l 1/26/2007 9:10:26 AM Answers to Frequently Asked Questions about Parcel Data(opens as new window) Return to Pr_peMl Information Entry page Parcel Nmnber 31052700202100 Prev Parcel Reference View Man of this parcel (opens as new window) General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) STILLAGUAMISH TRIBE OF INDIANS 113310 SMOKEY POINT DR- - -ARLINGTON, WA 98223-7719 If the above mailing address is incorrect and you want to make a change, see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) STILLAGUAMISH TRIBE OF INDIANS 113310 SMOKEY POINT DR- - -ARLINGTON, WA 98223-7719 If the above name and address is incorrect due to a recent sale,please see the information on Name and Address Changes After a Sale Street(Situs)Address (contact the Assessor if you have questions) UNKNOWN UNKNOWN - - - Parcel Legal Description Section 27 Township 31 Range 05 Quarter NW LOT 2 CITY OF ARL SP NO Z-04-062-FSP REC AFN 200501105158 BEING A PTN OF NE1/4 NWIA Go to top of page Treasurer's Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) "Tax data not available" Go_to top of_page Assessor's Property Data Characteristics and Value Data below are for 2007 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values(NOT taxes), please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. Reductions for exemptions are made on the property tax bill. http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-ParcelData.asp?PN=31... 11/26/2007 i Snohomish County, WA Assessor Parcel Data Page 2 of 2 Tax Year 2007 Market Land $298,000 Market Improvement $0 Market Total $298,000 Tax Year 2008 Market Land $309,400 Market Improvement $0 Market Total $309,400 Go to top of page Valuation and Property Tax History View History(opens as new window) Go to top of_pa.ge Property Characteristics Tax Code Area(TCA) 00110 View Taxi_ng__Distrcts for this Parcel(opens as new window) Use Code 910 Undeveloped(Vacant)Land Size Basis ACRE Size 1.05 (Size may include undivided interest in common tracts and road parcels) Exemption Native American Go to top.of pagee Property Structures No structures found for this parcel Go to top of page Property Sales since 7/31/1999 Explanation of Sales Information(opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Excise Deed Grantor(Seller) Grantee(Buyer) Other Date Date Price Number Type Parcels 5/17/2006 5/18/2006 $460,000 105297 W 4T DEVELOPMENT STILLAGUAMISH TRIBE OF No LLC INDIANS Go to_top of-page. Property Maps Township/Range/Section/Quarter,links to maps Neighborhood 5203002 Explanation of Neighborhood Code(opens as new window) Township 31 Range 05 Section 27 Quarter NW Find parcel._maps fo_r_this Township/R..a...n_ge/Section. View Map of this parcel (opens as new window) http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-PareelData.asp?PN=31... 11/26/2007 Eb IR lim r-3rrc41 1-41 r±et Seach Parvont f f�' �AQ*W 4 kto:l/9K.co.sr4harNsFl,wa.uslmapslOroGartYlMmrer,htmiDiDA.310S170020� 60 1 LYdcs Snohomish Snohomish County Assessor's Office County 40 Snohomish County Oniine Property Information WnShlnOton Assessor Home I County Home I Privacy SYatemerd Disclaimer I Contect Us F,e;pergly 6�ked Questions k 5l 1 S�dOCfy/PIOs@ l I fSS 111-0, MWscab 1:3101--X:131Y"9-31,Y:422M,01--tartudr:+0w 9A Ue N Longitude 13'9'WZ W(awo—de:Dadra .� wvrct i G``Y COMMERCIAL APPLICATION 7 o SUBMITTAL CHECKLIST ��NG1 Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. One (1) City of Arlington Commercial/Multi-Family Permit Application (One permit application per building or structure is required) One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form Eight (8) Site Plans Eight (8)Architectural Drawings Eight(8) Structural Drawings Four(4) Structural Calculations `! Four(4) Geotechnical Engineering Reports 1" ❑ Two (2) Project Specification Manuals (if applicable) Four(4) NREC Code Compliance Forms Two (2) Special Inspection Requirements Forms Two (2) Occupant's Statement of Intended Use Form ❑ One (1) Copy of current Washington State Contractor License ❑ One(1) Letter of Verification of Water and Sewer Availability from City of Marysville (if applicable) ��� ❑ Two (2) copies of approved Land Use Permit ❑ Two (2)copies of City of Arlington Design Review Permit Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3431 or by email to Pre Am Appointment Request. aac ' wl 7th all items designated above are included as part of this application. T�^(� Applica is Signature Date Web Forms—04 Page 1 of 1 3/07 dwa r• f Ido- a M. f � ��� � t CWA CONSULTANTS, P.S. STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 8675 E. Caraway Road,Port Orchard,WA 98366 (360)871-5433 FAX: (360)871-5633 E-Mail:chuck.cwa(c vedzon.net January 3, 2008 Permit #: BLD 2007-75 Project: Stillaguamish Counseling Center Arlington, Washington JAN 0 8 2008 Code Info: Type V-B, sprinklers 2006 International Building Code Occupancy: B - Non Separated Uses Area Act/Allow: 9,000/67,332 sf Seismic Design Category D Basic Wind Speed: 85 mph Exposure: B Building Official City of Arlington 238 N. Olympic Avenue Arlington, Washington 98223 Dear Building Official: We have completed our review the Stillaguamish Counseling Center Building. The plans have been reviewed for compliance with the 2006 International Building Code. The plans are approved and are being returned with our indication of review on them. Please note the changes to the plans as stated below: NONSTRUCTURAL 1. 1 have revised the reference to the Nonseparated Uses on Sheet A-1 to reflect the 2006 IBC. 2. 1 have indicated the location of the safety glazing since the plans were somewhat confusing. 3. 1 have included details for installation of the suspended ceiling system. See the attached 8-1/2"x11" drawings. R:\Documents\Word FilesWrlingtonWrlington BLD2007-75 Stillaguamish Counseling Center.doc BLD 2007-75 Stillaguamish Counseling Center Page 2 of 2 Jarfoary 4, 2008 2006 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. The component calculations for the building envelope are not correct as submitted. The slab-on-grade values should be based on the building perimeter, not the square footage. I have added R-10 foundation insulation at the building perimeter to reflect the prescriptive insulation requirements. 2. The calculations indicate the use of R-19 at the entire heated perimeter of the building. I have added this to the X-sections shown on Sheet A4. STRUCTURAL 1. 1 have reference Detail 6/S4 for the typical connection between the steel roof trusses to the CMU walls. Otherwise the structural plans are acceptable as submitted. Sincerely, Chuck Williams SE CWA Consultants, P.S. R:\Documents\Word Files\Arlington\Arlington BLD2007-75 Stillaguamish Counseling Center.doc BLD20080286 (bfecht/PT-LIV%' - PermitTrax by Bitco Software Page 1 of I BLD - Building Permit Ver: 2008C Priority: FNorm—ai---j #BLD20080286 owner: ISTILLAGUAMISH BEHAVIORAL COUNCILII status: JAPPLIED address: 117014 59TH AVE NE, ARLINGTON post date: 12/10/2008 data screens: Select Screen.. _f functions: Select Permit Function... Sign REVIEWS Add Review Remove Review Print Close Review Description Assigned To Due Date W) Req? Done? ASSIGN 2000 C-Building I CYOUNG 12/17/2008 0 Y N ASSIGN 2008 C-Community Development I BFECHT 12/17/2008 1 Y N ASSIGN 2014 C-Planning I YPAGE 12/17/2008 0 Y N ASSIGN 2016 C-Planning II KSHERMAN 12/17/2008 0 Y N ASSIGN 3002 X-Executive SPHELPS 12/17/2008 0 Y N ASSIGN �6 http://coaweb2/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?CONID=PT-... 12/10/2008 ,n !-v I Print Form ' SIGN PERMIT APPLICATION Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, THREE(3)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Pro'ectAddress: 17-212 5.9"(i ` I'�' � 1 Parcel ID#: Lot#: Subdivision: � Valuatio ' ���a3 Owner: ��'i//� <; 1,-a.-•_. •�, L! `�'L 3+� Phone Number: .% � �j 2- 7�� `-3 Address ��i i�� �/fc�, / -?7+ ,7h- City:X"4,0-/:n+ State: ""2 Zip Code: Contractor: Spm-2- (A.S 0."\1,e_ Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code_ Contractor's License Number: Expiration: WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall height 4a Wall length //2 Total street frontage in feet Area of wall IS sq- Y'/ Height of proposed sign 33 -/— o� Sign length Sign height—kAN # — 14 ` Width of proposed sign Total sign area Total sign print area First floor sq. ft. ?11717 a Total sign structure area First floor sq. ft. X .025 = 0 Is there other wall signage on the building? No ZYes 0 If yes, provide location and sq.ft. of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington. Applicants gnature D_ac Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms-126 Page 1 of 1 8/08 sb Print Form SIGN PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY THREE(3)SETS OF COMPLETE PLANS,INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, THREE(3)FULLY DIMENSIONED PLOT PLANS SHOWING ALL SIGNS ON SITE. (EXISTING&PROPOSED) Project Address ����� ���'P /l�L`` ✓ ='J� Parcel ID#: G Lot#: Subdivision: rg) n l f- valuabor�,,,� Owner: "i'll-I� b-- Phone Number: Address: 33/v Ste.'�'�r / »� ✓�h- City: Ah/,0 715h, State: ''`; Zip Code: VFz a Contractor: JVA`t- a-S Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code Contractor's License Number: Expiration WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Wall height IS- Wall length /i Total street frontage in feet Area of wall IS Height of proposed sign 'JD" X 30" = � � Sign length / Sign height 2 = d Width of proposed sign Total sign area T 5 Total sign print area First floor sq. ft. Total sign structure area First floor sq. ft. X .025 = c9a Jr Is there other wall signage on the building? No 2(Yes ® If yes, provide location and sq.ft. of each sign. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington. —7 Applicants nature Da e 7 c, i e s /�=����,��, . RECEIVED Print Applicants Name FOR STAFF USE ONLY 4& Permit# Accept By Amount Received Receipt# Date Received WEB Forms—126 Page 1 of 1 8/08 sb -�_ I � : r % _� r r xl BLD-Building Permit Ver: 2007 #BLD200776D owner: IStillaguamish Tribe Counseling Center-STILLf status:[APPLIED address: 117014 69TH AVE NE,ARLINGTON post date:111262007 data screens: I Select Screen.. J functlons.ISelect Permit Function... REVIEWS Ada Rear ae. ."Rant Pt 1014 P-Public Works I LBROWN 12/102M7 0 ASGGN 1016 P-Public Works II LTAYLOR 12/10/2007 0 Y ASSIGN 1026 P-Utilities Fees RSHEPARD 12/10/2007 0 ASSIGN ii:�JU C-Building I KJYr N7Z 12612007 0 ASSIGN 2DD9 C-Community Development I SBLACKER 12/312007 0 Y �ssi.ry 6Lfi 2012 C-Natural Resources BE,L-1 KE 12/102007 0 Y 2014 C-Planning I NHUDSON 12/102001 0 Y s cry 3000 XAirpor Q'ARN'14%j 12/10/2007 0 Y rI 3004 X-Fire TCOOPER 12/102007 0 Y 4016--O-StStructural Consultant 1 Y rss:cN ��@J"o"° __ i...-i—j - I— i ♦J local intrar.e: I EIE �. I I 7-Z/ AFTER RECORDING, RETURN TO: L7o 1112'11-"L-I-P� CITY OF ARLINGTON PLANNING DIVISION 238 N. OLYMPIC AVENUE ARLINGTON, WA 98223 CITY FILE NO. S-04-023 City of Arlington Development Services Special Use Permit 9�1 �° ING October 15, 2004 Premier Pacific Properties S-04-023 A. PROJECT DESCRIPTION AND REQUEST 4 T Development requests a special use permit for the development of 4 new buildings at the southwest corner of 172nd Street NE/SR 531 and 59th Drive NE. The applicant proposes to construct (starting at the corner and continuing south) a 3,000 square foot vehicle sales building, a 7,500 square foot retail building, a 9,600 square foot retail building, and a 58,000 square foot warehouse/manufacturing building at the southern part of the property. The applicant proposes stormwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. The project will be served with water and sewer from the City of Arlington. The property is approximately 9.8 acres and is zoned General Commercial on the north part and Light Industrial on the south. B. GENERAL INFORMATION 1. Applicant/ Owner: 4 T Development, LLC, 13700 44th Street NE, Lake Stevens, WA 98258. 2. Contact Person: Gary Parkinson Architects, 2812 Colby Avenue, Everett, WA 98201. 3. General Location: The site is located at the southwest corner of 172nd Street NE/SR 531 and 59th Drive NE, in Section 27, Township 31 N, Range 05 E, WM (Tax ID No. 310527-002-001-00). CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Page 1 of 9 I I Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 4. Address of Property: 5800 172Id Street NE. 5 Description of Proposal: Development of 4 new buildings consisting of a vehicle sales building, 2 retail buildings, and a warehouse/manufacturing building. 6 Acreage: Approximately 9.8 acres. 7. Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project Site Airport Restricted and General Commercial Single-family Airport Industrial and Light Industrial Residence (TBR) North of Site Airport Restricted Aviation Fliqhtline Airport South of Site Airport Industrial Light Industrial Vacant East of Site Airport Industrial Light Industrial Distributing Facility and Vacant West of Site Airport Restricted General Commercial Commercial and and Light Industrial Vacant 8. Public Utilities and Services Provided by: Water: City of Arlington Gas: Cascade Natural Gas Sewer: City of Arlington Cable TV: Comcast Garbage: Waste Management Northwest Police: City of Arlington Storm Water: City of Arlington Fire: City of Arlinqton Telephone: Verizon School: I Arlington School District Electricity: Snohomish County PUD#1 Hospital: Cascade Valley Hospital 9. Public Notification: A Notice of Application (NOA) was published, posted, and mailed on May 12, 2004, and a Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on August 4, 2004. C. ENVIRONMENTAL REVIEW An MDNS was issued on August 4, 2004, with a 14-day comment period; no comments were received during the comment period. Mitigation measures from the MDNS are included as conditions to this project (see Section G, CONDITIONS). D. BACKGROUND The subject special use permit application was received by the City of Arlington on April 5, 2004, and the application was deemed complete on April 12, 2004. Additional/revised CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 2 of 9 ,,� :� I - - Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 information was requested on June 4, 2004. Some of it was received on July 7, 2004 and August 10, 2004, and the remainder on September 21, 2004. E. FINDINGS OF FACT 1. Application Process: The special use permit application was received by the City of Arlington on April 5, 2004. The application was deemed complete on April 12, 2004. Per AMC §20.16.140, decisions on special use permits are made by the planning manager unless an interested party requests a hearing. A written request for a hearing was received during the Notice of Application review period; however, that request was withdrawn, so no hearing will be held. 2. Comprehensive Plan, Zoning, and Permissible Uses: The City of Arlington Comprehensive Plan identifies this area as Airport Restricted and Light Industrial. However, the subject property is zoned General Commercial and Light Industrial per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed uses (Use 9.110, motor vehicle sales; Use 2.111, high-volume traffic generation sales; and Use 4.120, manufacturing, assembling, warehousing of goods) are a permitted use. Pursuant to Western Washington Growth Hearings Board case Citizens v Mount Vernon, 133 W.2d 861 (1997), the zoning code prevails where there is an inconsistency between it and the Comprehensive Plan. The Comprehensive Plan should be revised to reflect the General Commercial and Light Industrial zoning that exists in the area. 3. Density and Dimensional Standards: Per AMC Table 20.48-4, Density and Dimensional Standards, the proposed development complies with the following standards for the General Commercial zone: minimum lot size (none), width (70 feet), street setback (25 feet), and lot boundary setbacks (5 feet) and with maximum building height (45 feet) and lot coverage (100 percent); and for the Light Industrial zone: minimum lot size (10,000 square feet), width (70 feet), street setback (25 feet), and lot boundary setbacks (5 feet) and with maximum building height (50 feet) and lot coverage (100 percent). 4. Non-residential Performance Standards: Per AMC Chapter 20.44 Part III, the proposed development must comply with the performance/operation standards for noise, vibration, odors, smoke and air pollution, disposal of liquid and hazardous wastes, water consumption, electrical disturbance or interference, lighting, and site and building maintenance. Per AMC §20.60.490, every development is required to provide a dumpster; the site plan shows at least one dumpster at each building, which meets this requirement. 5. Design: Per AMC §20.46.010, developments in the General Commercial and Light Industrial zones shall conform to the applicable guidelines or standards set forth in the Design Guidelines. On August 17, 2004, the Design Review Board reviewed the design of this development. The Design Review Board determined CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 3 of 9 i Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 that the project meets the required design review guidelines, with the condition that the applicant work with City staff and determine an approved fence material for the adjacent single-family residence pursuant to the Land Use Code and Design Review Decision dated August 18, 2004. 6. Off-street Parkinq: Per AMC Table 20.72-6, the required parking for the proposed use is as follows: Building 1 (Use 9.110, motor vehicle sales),1 space per 200 square feet of gross floor area (GFA), which is 3,000 square feet, for 15 spaces; Building 2 (Use 2.111, high-volume traffic generation sales), 1 space per 200 square feet of GFA, which is 7,500 square feet, for 38 spaces; Building 3 (Use 2.111, high-volume traffic generation sales), 1 space per 200 square feet of GFA, which is 9,600 square feet, for 48 spaces; and Building 4 (Use 4.120, manufacturing, assembling, warehousing of goods), 1 space per employee on the maximum shift, which the applicant states is 80, for 80 spaces. The proposed site plan shows 51 parking spaces, 2 of which are handicap accessible, for Building 1 (which includes the spaces for the sales vehicles); 43 parking spaces, 2 of which are handicap accessible, for Building 2; 51 parking spaces, 2 of which are handicap accessible, for Building 3; and 86 parking spaces, 6 of which are handicap accessible, for Building 4. This meets the minimum requirements. Per AMC §20.72.100, no loading space is required for the Buildings 1, 2, or 3 because the normal operation does not require that goods, merchandise, or equipment be routinely delivered to or shipped from them. The loading space requirement for Building 4 is 3 spaces for the 58,000 square feet of gross floor area. The proposed site plan shows 5 loading spaces. This meets the minimum requirements. 7. Screening and Trees: Per AMC Table 20.76-9, no screening is required between the various sales uses, but the required screening between the manufacturing/ assembling/warehousing of goods use and the adjacent sales use is Type A, which requires a minimum of 5 feet of Opaque Screen along adjacent borders. The required screening for the single-family residence (located in the corner where the property widens at the Light Industrial zone) between the adjacent manufacturing/assembling/warehousing use and the adjacent sales use is also Type A. The required screening for the adjacent streets is Type C, which requires a minimum of 10 feet of Intermittent Screen along all street frontages. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodation area must be shaded. (NOTE: Screen types are described in AMC §20.76.040, and suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specifications.) The landscape plan reflects sufficient frontage and parking area landscaping to meet the general landscape requirements specified in AMC Chapter 20.76. The final site plan shall comply with the requirements of AMC Chapter 20.76. Plant material must be guaranteed for one year, with any replacements guaranteed for one year also. CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 4 of 9 l: I I Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 8. Streets and Sidewalks: The proposed development is located on the southwest corner of 172"" Street NE/SR 531 and 59th Drive NE. It is anticipated that this project will add 1,016 average daily trips, which includes 73 p.m.-peak-hour trips (the traffic study anticipated 69 p.m.-peak-hour trips but the City's traffic consultant determined that the car sales generated 6, not 2, p.m.-peak-hour trips), to the street system as well as pedestrian and bicycle trips. The site will be accessed from 172n Street NE/SR 531 and 59th Drive NE. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC §20.56.170 provides that no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full 1/2-street standards. The AMC provides for various ways for this to happen. The applicant is proposing frontage improvements on 172"d Street NE/SR 531 and 59th Drive NE, which must be done in accordance with the Public Works construction standards for an Arterial/State Highway and Arterial street. Improvements satisfying this requirement shall be shown on the site civil construction drawings. b. Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90.040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (73 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: The current transportation impact fee is $1,038.00 for each p.m.-peak-hour trip, but this may change.) City transportation impact fees shall be paid prior to issuance of any building permits. C. State and County Facilities — Pursuant to the SEPA MDNS, transportation mitigation fees shall be paid to WSDOT, and pursuant to the City's Reciprocal Traffic Mitigation Interlocal Agreement, transportation mitigation fees shall be paid to Snohomish County for this project's proportionate share of average daily trips and their impacts to state and county transportation facilities. The developer shall submit proof of payment of the required fees prior to issuance of any building permits. 9. Stormwater Management: Per AMC §20.64.300, all stormwater systems shall be in compliance with AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 10. Environmentally Critical Areas: There is a stream and wetland located in the southeast corner of the site. To mitigate potential impacts to the stream and wetland and buffer, per AMC Chapter 20.88 and the project MDNS, the developer shall dedicate to the City of Arlington a Critical Area Protection Easement (CAPE) per the approved mitigation plan by Hydro Terra dated June 25, 2004, received by the City of Arlington on July 7, 2004. The signed CAPE CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 5 of 9 i i - - - - - - - - - - Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 shall be submitted to the City of Arlington to be recorded prior to issuance of a building permit. No development shall occur within said buffer. 11. Groundwater Resources: The site lies within the Quilceda/Allen watershed recharge area. The groundwater in this area is part of the Quilceda Reservoir. The applicant shall apply Best Management Practices for the protection of the aquifer recharge area that adequately protects this groundwater resource. 12. Potential Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 13. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations. 14. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Arlington (utility extensions may be required); utility services, fire hydrants and fire protection are required and will be reviewed when construction drawings are submitted. All existing and planned utilities shall be shown on the site civil construction drawings. Water and sanitary sewer general facility charges may be assessed when construction drawings are submitted. All fees shall be paid before connection is made to the water or sanitary sewer utility. All utilities shall be operational prior to building certificate of occupancy. F. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as being Airport Restricted and Airport Industrial. However, the subject property is zoned General Commercial and Light Industrial per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed uses (Use 9.110, motor vehicle sales; Use 2.111, high-volume traffic generation sales; and Use 4.120, manufacturing, assembling, warehousing of goods) are a permitted use. Pursuant to Western Washington Growth Hearings Board case Citizens v Mount Vernon, 133 W.2d 861 (1997), the zoning code prevails where there is an inconsistency between it and the Comprehensive Plan. Therefore, the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in the General Commercial and Light Industrial zones. 2. The requested special use permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3 The special use permit should be approved subject to conditions noted below. CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 6 of 9 a. Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 G. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the special use permit. 1. All development shall be in substantial conformance with the approved site plan received August 10, 2004, subject to any conditions or modifications that may be required as part of the special use permit and site civil construction plan review. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and site civil construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, International Building Code, Uniform Fire Code, and Public Works Construction Standards and Specifications. 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4. The developer shall install frontage improvements along 172nd Street NE/SR 531 and 59th Drive NE per Public Works construction standards and specifications for an Arterial/State Highway and Arterial street, respectively. Improvements satisfying this requirement shall be shown on the site civil construction drawings. 5. Prior to issuance of a grading or building permit, the developer shall submit payment of the following estimated City of Arlington impact fees [based on 3,000 square foot vehicle sales (Building 4), 7,500 square foot retail (Building 3), 9,600 square foot retail (Building 2), and 58,000 square foot warehouse/manufacturing (Building 1)]: Traffic at $1,038.00 per p.m.-peak-hour trip, which is 73, or $75,774.00, distributed as follows: Building 4, 6 trips, or $6,228.00; Building 3, 21 trips, or $21,798.00; Building 2, 18 trips, or $18,684.00; and Building 1, 28 trips, or $29,064.00. (NOTE: Actual impact fees due are those as set by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid.) 6. Prior to issuance of a building permit, the developer shall pay transportation impact fees to WSDOT and Snohomish County for this project's proportionate share of average daily trips, and the developer shall submit to the City of Arlington proof of payment of the required fees. 7. The developer shall dedicate to the City of Arlington a Critical Area Protection Easement (CAPE) per the approved mitigation plan by Hydro Terra dated June 25, 2004, received by the City of Arlington on July 7, 2004. The signed CAPE CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 7 of 9 1 c ., Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 shall be submitted to the City of Arlington to be recorded prior to issuance of a building permit. No development shall occur within said buffer. 8 The developer shall apply Best Management Practices for the protection of the aquifer recharge area underlying this site that adequately protects this groundwater resource. 9. If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. 10 If new chain link fencing is to be installed on the property, the developer shall install black vinyl coated chain link fencing. 11. Prior to issuance of a building permit, the developer shall clear all outstanding Planning Division and Engineering Division permit-processing accounts with the City. 12. Per AMC §20.16.220, this special use permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has not been completed. - H. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. I. DECISION The special use permit is hereby APPROVED, subject to the conditions specified in Section G above. J. EXHIBITS 1. Approved drawings received by the City of Arlington on August 10, 2004. 2. File S-04-023 (Premier Pacific Properties) (on file at City Hall). ORDERED THIS 15TH DAY OF OCTOBER 2004. Cliff Strong, Planning Manager Responsible Official CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 8 of 9 1 �. Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 Distributed to the Following Parties of Record: 4 T Development, LLC, 13700 44th Street NE, Lake Stevens, WA 98258 • Gary Parkinson Architects, 2812 Colby Avenue, Everett, WA 98201 • Calvin and Elena Cornehl, 5702 172nd Street NE, Arlington, WA 98223 • Gregg Eaton, Engineering Technician, Development Services, Engineering Division • Dave Anderson, Building Official, Development Services, Building Division • Kerry Wentz, Plans Examiner, Development Services, Building Division • Karen Latimer, Utilities Manager, Development Services, Utilities Division Bill Blake, Natural Resources Manager • Dale Carman, Airport Coordinator, Arlington Airport • Sarah Hegge, Recreation Coordinator OWNER CERTIFICATION I certify that I am the owner of record for the subject site and have been issued the above permit dated October 15, 2004. Owner of Record Date STATE OF WASHINGTON ) ) ss. COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledge that (he/she) posted copies of the attached notice on the date specified and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument: IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public in and for the State of Washington residing at My appointment expires CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 9 of 9 " :t v CITY OF ARLINGTON CODE REQUIREMENTS NOTE: The following items are not conditions of permit approval but rather certain local, state, or federal code requirements that the developer needs to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1. Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, and Building Code. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, the developer shall submit site civil construction improvement plans for review and approval by the Department of Development Services, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a. The developer shall survey and mark all property corners prior to review of any submitted construction plans. b. The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. C. The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d. The developer shall submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Code Requirements;3 pages 1 Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 g. The developer shall show locations of all required streetlights on the construction plans and install them as designed. h. The developer shall obtain a right-of-way permit prior to any work done in a public right-of-way. (NOTE: City departments are exempt from right-of- way permits.) i. The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase. The following conditions shall apply during construction. a. The developer shall follow all applicable noise and other nuisance codes b. The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident, the developer shall clean it up immediately. C. During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading. 4. Installation of Improvements. Prior to receiving a Certificate of Occupancy, the developer shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC 20.56 and per Public Works Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b. Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. C. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Code Requirements;3 pages Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. f. Prior to issuance of a Certificate of Occupancy, the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Code Requirements;3 pages | � , \ ,41 / / .� AFTER RECORDING, RETURN TO: CITY OF ARLINGTON PLANNING DIVISION 238 N. OLYMPIC AVENUE ARLINGTON, WA 98223 CITY FILE NO. S-04-023 City of Arlington Development Services Special Use Permit �0 IN G October 15, 2004 Premier Pacific Properties S-04-023 A. PROJECT DESCRIPTION AND REQUEST 4 T Development requests a special use permit for the development of 4 new buildings at the southwest corner of 172nd Street NE/SR 531 and 59th Drive NE. The applicant proposes to construct (starting at the corner and continuing south) a 3,000 square foot vehicle sales building, a 7,500 square foot retail building, a 9,600 square foot retail building, and a 58,000 square foot warehouse/manufacturing building at the southern part of the property. The applicant proposes stormwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. The project will be served with water and sewer from the City of Arlington. The property is approximately 9.8 acres and is zoned General Commercial on the north part and Light Industrial on the south. B. GENERAL INFORMATION 1. Applicant/ Owner: 4 T Development, LLC, 13700 44th Street NE, Lake Stevens, WA 98258. 2. Contact Person: Gary Parkinson Architects, 2812 Colby Avenue, Everett, WA 98201. 3. General Location: The site is located at the southwest corner of 172nd Street NE/SR 531 and 59th Drive NE, in Section 27, Township 31 N, Range 05 E, WM (Tax ID No. 310527-002-001-00). CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Page 1 of 9 i Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 4. Address of Property: 5800 172"d Street NE. 5. Description of Proposal: Development of 4 new buildings consisting of a vehicle sales building, 2 retail buildings, and a warehouse/manufacturing building. 6. Acreage: Approximately 9.8 acres. 7. Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION I ZONING EXISTING USE Project Site Airport Restricted and General Commercial Single-family Airport Industrial and Light Industrial Residence (TBR) North of Site Airport Restricted Aviation Fliqhtline Airport South of Site Airport Industrial Liqht Industrial Vacant East of Site Airport Industrial Light Industrial Distributing Facility and Vacant West of Site Airport Restricted General Commercial Commercial and and Light Industrial Vacant 8. Public Utilities and Services Provided by: Water: Citv of Arlinqton Gas: Cascade Natural Gas Sewer: City of Arlington Cable TV: Comcast Garbage: Waste Management Northwest Police: City of Arlington Storm Water: City of Arlington Fire: City of Arlinqton Telephone: Verizon School; 1 Arlington School District Electricit I Snohomish County PUD#1 Hospital: I Cascade Valley Hospital 9. Public Notification: A Notice of Application (NOA) was published, posted, and mailed on May 12, 2004, and a Mitigated Determination of Nonsignificance (MDNS) was published, posted, and mailed on August 4, 2004. C. ENVIRONMENTAL REVIEW An MDNS was issued on August 4, 2004, with a 14-day comment period; no comments were received during the comment period. Mitigation measures from the MDNS are included as conditions to this project (see Section G, CONDITIONS). D. BACKGROUND The subject special use permit application was received by the City of Arlington on April 5, 2004, and the application was deemed complete on April 12, 2004. Additional/revised CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 2 of 9 Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 information was requested on June 4, 2004. Some of it was received on July 7, 2004 and August 10, 2004, and the remainder on September 21, 2004. E. FINDINGS OF FACT 1. Application Process: The special use permit application was received by the City of Arlington on April 5, 2004. The application was deemed complete on April 12, 2004. Per AMC §20.16.140, decisions on special use permits are made by the planning manager unless an interested party requests a hearing. A written request for a hearing was received during the Notice of Application review period; however, that request was withdrawn, so no hearing will be held. 2. Comprehensive Plan, Zoning, and Permissible Uses: The City of Arlington Comprehensive Plan identifies this area as Airport Restricted and Light Industrial. However, the subject property is zoned General Commercial and Light Industrial per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed uses (Use 9.110, motor vehicle sales; Use 2.111, high-volume traffic generation sales; and Use 4.120, manufacturing, assembling, warehousing of goods) are a permitted use. Pursuant to Western Washington Growth Hearings Board case Citizens v Mount Vernon, 133 W.2d 861 (1997), the zoning code prevails where there is an inconsistency between it and the Comprehensive Plan. The Comprehensive Plan should be revised to reflect the General Commercial and Light Industrial zoning that exists in the area. 3. Density and Dimensional Standards: Per AMC Table 20.48-4, Density and Dimensional Standards, the proposed development complies with the following standards for the General Commercial zone: minimum lot size (none), width (70 feet), street setback (25 feet), and lot boundary setbacks (5 feet) and with maximum building height (45 feet) and lot coverage (100 percent); and for the Light Industrial zone: minimum lot size (10,000 square feet), width (70 feet), street setback (25 feet), and lot boundary setbacks (5 feet) and with maximum building height (50 feet) and lot coverage (100 percent). 4. Non-residential Performance Standards: Per AMC Chapter 20.44 Part III, the proposed development must comply with the performance/operation standards for noise, vibration, odors, smoke and air pollution, disposal of liquid and hazardous wastes, water consumption, electrical disturbance or interference, lighting, and site and building maintenance. Per AMC §20.60.490, every development is required to provide a dumpster; the site plan shows at least one dumpster at each building, which meets this requirement. 5 Design: Per AMC §20.46.010, developments in the General Commercial and Light Industrial zones shall conform to the applicable guidelines or standards set forth in the Design Guidelines. On August 17, 2004, the Design Review Board reviewed the design of this development. The Design Review Board determined CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023 doc kjr;4/14/2008 Page 3 of 9 i Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 that the project meets the required design review guidelines, with the condition that the applicant work with City staff and determine an approved fence material for the adjacent single-family residence pursuant to the Land Use Code and Design Review Decision dated August 18, 2004. 6. Off-street Parking: Per AMC Table 20.72-6, the required parking for the proposed use is as follows: Building 1 (Use 9.110, motor vehicle sales),1 space per 200 square feet of gross floor area (GFA), which is 3,000 square feet, for 15 spaces; Building 2 (Use 2.111, high-volume traffic generation sales), 1 space per 200 square feet of GFA, which is 7,500 square feet, for 38 spaces; Building 3 (Use 2.111, high-volume traffic generation sales), 1 space per 200 square feet of GFA, which is 9,600 square feet, for 48 spaces; and Building 4 (Use 4.120, manufacturing, assembling, warehousing of goods), 1 space per employee on the maximum shift, which the applicant states is 80, for 80 spaces. The proposed site plan shows 51 parking spaces, 2 of which are handicap accessible, for Building 1 (which includes the spaces for the sales vehicles); 43 parking spaces, 2 of which are handicap accessible, for Building 2; 51 parking spaces, 2 of which are handicap accessible, for Building 3; and 86 parking spaces, 6 of which are handicap accessible, for Building 4. This meets the minimum requirements. Per AMC §20.72.100, no loading space is required for the Buildings 1, 2, or 3 because the normal operation does not require that goods, merchandise, or equipment be routinely delivered to or shipped from them. The loading space requirement for Building 4 is 3 spaces for the 58,000 square feet of gross floor area. The proposed site plan shows 5 loading spaces. This meets the minimum requirements. 7. Screeninq and Trees: Per AMC Table 20.76-9, no screening is required between the various sales uses, but the required screening between the manufacturing/ assembling/warehousing of goods use and the adjacent sales use is Type A, which requires a minimum of 5 feet of Opaque Screen along adjacent borders. The required screening for the single-family residence (located in the corner where the property widens at the Light Industrial zone) between the adjacent manufacturing/assembling/warehousing use and the adjacent sales use is also Type A. The required screening for the adjacent streets is Type C, which requires a minimum of 10 feet of Intermittent Screen along all street frontages. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodation area must be shaded. (NOTE: Screen types are described in AMC §20.76.040, and suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specifications.) The landscape plan reflects sufficient frontage and parking area landscaping to meet the general landscape requirements specified in AMC Chapter 20.76. The final site plan shall comply with the requirements of AMC Chapter 20.76. Plant material must be guaranteed for one year, with any replacements guaranteed for one year also. CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 4 of 9 Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 8. Streets and Sidewalks: The proposed development is located on the southwest corner of 172nd Street NE/SR 531 and 59'h Drive NE. It is anticipated that this project will add 1,016 average daily trips, which includes 73 p.m.-peak-hour trips (the traffic study anticipated 69 p.m.-peak-hour trips but the City's traffic consultant determined that the car sales generated 6, not 2, p.m.-peak-hour trips), to the street sgtem as well as pedestrian and bicycle trips. The site will be accessed from 172n Street NE/SR 531 and 59th Drive NE. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC §20.56.170 provides that no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full %-street standards. The AMC provides for various ways for this to happen. The applicant is proposing frontage improvements on 172nd Street NE/SR 531 and 59th Drive NE, which must be done in accordance with the Public Works construction standards for an Arterial/State Highway and Arterial street. Improvements satisfying this requirement shall be shown on the site civil construction drawings. b. Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90.040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (73 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: The current transportation impact fee is $1,038.00 for each p.m.-peak-hour trip, but this may change.) City transportation impact fees shall be paid prior to issuance of any building permits. C. State and County Facilities — Pursuant to the SEPA MDNS, transportation mitigation fees shall be paid to WSDOT, and pursuant to the City's Reciprocal Traffic Mitigation Interlocal Agreement, transportation mitigation fees shall be paid to Snohomish County for this project's proportionate share of average daily trips and their impacts to state and county transportation facilities. The developer shall submit proof of payment of the required fees prior to issuance of any building permits. 9. Stormwater Management: Per AMC §20.64.300, all stormwater systems shall be in compliance with AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 10. Environmentally Critical Areas: There is a stream and wetland located in the southeast corner of the site. To mitigate potential impacts to the stream and wetland and buffer, per AMC Chapter 20.88 and the project MDNS, the developer shall dedicate to the City of Arlington a Critical Area Protection Easement (CAPE) per the approved mitigation plan by Hydro Terra dated June 25, 2004, received by the City of Arlington on July 7, 2004. The signed CAPE CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 5 of 9 v r I r: i i Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 shall be submitted to the City of Arlington to be recorded prior to issuance of a building permit. No development shall occur within said buffer. 11. Groundwater Resources: The site lies within the Quilceda/Allen watershed recharge area. The groundwater in this area is part of the Quilceda Reservoir. The applicant shall apply Best Management Practices for the protection of the aquifer recharge area that adequately protects this groundwater resource. 12. Potential Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 13. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations. 14. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of Arlington (utility extensions may be required); utility services, fire hydrants and fire protection are required and will be reviewed when construction drawings are submitted. All existing and planned utilities shall be shown on the site civil construction drawings. Water and sanitary sewer general facility charges may be assessed when construction drawings are submitted. All fees shall be paid before connection is made to the water or sanitary sewer utility. All utilities shall be operational prior to building certificate of occupancy. F. CONCLUSIONS 1 The City of Arlington Comprehensive Plan identifies this area as being Airport Restricted and Airport Industrial. However, the subject property is zoned General Commercial and Light Industrial per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed uses (Use 9.110, motor vehicle sales; Use 2.111, high-volume traffic generation sales; and Use 4.120, manufacturing, assembling, warehousing of goods) are a permitted use. Pursuant to Western Washington Growth Hearings Board case Citizens v Mount Vernon, 133 W.2d 861 (1997), the zoning code prevails where there is an inconsistency between it and the Comprehensive Plan. Therefore, the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in the General Commercial and Light Industrial zones. 2 The requested special use permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3. The special use permit should be approved subject to conditions noted below. C1Documents and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023 doc kjr;4/14/2008 Page 6 of 9 �I Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 G. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the special use permit. 1. All development shall be in substantial conformance with the approved site plan received August 10, 2004, subject to any conditions or modifications that may be required as part of the special use permit and site civil construction plan review. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and site civil construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, International Building Code, Uniform Fire Code, and Public Works Construction Standards and Specifications. 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4. The developer shall install frontage improvements along 172nd Street NE/SR 531 and 59th Drive NE per Public Works construction standards and specifications for an Arterial/State Highway and Arterial street, respectively. Improvements satisfying this requirement shall be shown on the site civil construction drawings. 5. Prior to issuance of a grading or building permit, the developer shall submit payment of the following estimated City of Arlington impact fees [based on 3,000 square foot vehicle sales (Building 4), 7,500 square foot retail (Building 3), 9,600 square foot retail (Building 2), and 58,000 square foot warehouse/manufacturing (Building 1)]: Traffic at $1,038.00 per p.m.-peak-hour trip, which is 73, or $75,774.00, distributed as follows: Building 4, 6 trips, or $6,228.00; Building 3, 21 trips, or $21,798.00; Building 2, 18 trips, or $18,684.00; and Building 1, 28 trips, or $29,064.00. (NOTE: Actual impact fees due are those as set by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid.) 6. Prior to issuance of a building permit, the developer shall pay transportation impact fees to WSDOT and Snohomish County for this project's proportionate share of average daily trips, and the developer shall submit to the City of Arlington proof of payment of the required fees. 7. The developer shall dedicate to the City of Arlington a Critical Area Protection Easement (CAPE) per the approved mitigation plan by Hydro Terra dated June 25, 2004, received by the City of Arlington on July 7, 2004. The signed CAPE CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 7 of 9 ,� I Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 shall be submitted to the City of Arlington to be recorded prior to issuance of a building permit. No development shall occur within said buffer. 8. The developer shall apply Best Management Practices for the protection of the aquifer recharge area underlying this site that adequately protects this groundwater resource. 9. If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. 10. If new chain link fencing is to be installed on the property, the developer shall install black vinyl coated chain link fencing. 11. Prior to issuance of a building permit, the developer shall clear all outstanding Planning Division and Engineering Division permit-processing accounts with the City. 12. Per AMC §20.16.220, this special use permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has not been completed. H. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. I. DECISION The special use permit is hereby APPROVED, subject to the conditions specified in Section G above. J. EXHIBITS 1. Approved drawings received by the City of Arlington on August 10, 2004. 2. File S-04-023 (Premier Pacific Properties) (on file at City Hall). ORDERED THIS 15TH DAY OF OCTOBER 2004. Cliff Strong, Planning Manager Responsible Official CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 8 of 9 Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 Distributed to the Following Parties of Record: • 4 T Development, LLC, 13700 44th Street NE, Lake Stevens, WA 98258 • Gary Parkinson Architects, 2812 Colby Avenue, Everett, WA 98201 • Calvin and Elena Cornehl, 5702 172nd Street NE, Arlington, WA 98223 • Gregg Eaton, Engineering Technician, Development Services, Engineering Division • Dave Anderson, Building Official, Development Services, Building Division Kerry Wentz, Plans Examiner, Development Services, Building Division • Karen Latimer, Utilities Manager, Development Services, Utilities Division • Bill Blake, Natural Resources Manager • Dale Carman, Airport Coordinator, Arlington Airport • Sarah Hegge, Recreation Coordinator OWNER CERTIFICATION I certify that I am the owner of record for the subject site and have been issued the above permit dated October 15, 2004. Owner of Record Date STATE OF WASHINGTON ) ) ss. COUNTY OF SNOHOMISH ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledge that (he/she) posted copies of the attached notice on the date specified and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument: IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public in and for the State of Washington residing at My appointment expires CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc kjr;4/14/2008 Page 9 of 9 ^ w / / . ~ / - / a / ~ * . " �� ---~~— ----~-- -----~' - -- - CITY OF ARLINGTON CODE REQUIREMENTS NOTE: The following items are not conditions of permit approval but rather certain local, state, or federal code requirements that the developer needs to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1 Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, and Building Code. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, the developer shall submit site civil construction improvement plans for review and approval by the Department of Development Services, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a. The developer shall survey and mark all property corners prior to review of any submitted construction plans. b. The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. C. The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d. The developer shall submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Code Requirements;3 pages r• Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 g. The developer shall show locations of all required streetlights on the construction plans and install them as designed. h. The developer shall obtain a right-of-way permit prior to any work done in a public right-of-way. (NOTE: City departments are exempt from right-of- way permits.) i. The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase. The following conditions shall apply during construction. a. The developer shall follow all applicable noise and other nuisance codes. b. The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident, the developer shall clean it up immediately. C. During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading. 4. Installation of Improvements. Prior to receiving a Certificate of Occupancy, the developer shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC 20.56 and per Public Works Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b. Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. C. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Code Requirements;3 pages :� .s Special Use Permit October 15, 2004 Premier Pacific Properties S-04-023 d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. f. Prior to issuance of a Certificate of Occupancy, the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) CADocuments and Settings\bfecht\Local Settings\Temporary Internet Files\OLK842\Premier Recording Permit S-04-023.doc yjp;4/14/2008 Code Requirements;3 pages File Edit View Go 0 J X -r;:;..,.0t1zzi fQr s l;:: :..A 0N ADR-Address Ver 1 *ADR100210 • • ' address 319 4TH AVE,ARLINGTON St�1tUS Ati,TIVE pions- x All Folders olvner ATHWALL,CORPORATION post date= 91712007 ;w Mailbox-Brenda Fe, Q�Calendar(1) d�1ta SCr2GF1S: Select Screen... fUnCt10115; Select Address Function... ved c— ----- Pre-Appl.-Ge Contacts(1) CD Shared i PERMITS 11412008 2:25... Deleted Items /1412008 2:22... c Drafts(9) Close --- /14J20081:03 .. ': DRC Calendar Permit - J14J2008 12:2... 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' j�Bill Blake&5ony< Brad Collins 1 J2008 10:44... i. aA Building:Scott,K, 1J2008 10:43... r Calendar p! 11J200810:18... _j CD-Permit Cente•. - - 112008 10:17... j Citizen's request Ind F F 7 FF F ._W Local intranet 100°I /11J2006 10:17... Commercial building projects Deryl Taylor RE:Regarding a remodel for McDonalds at 3529 172nd ST NE Arlington,BLD20080088 BLD.., Fri 4111 f2008 8:14 AM p J Computer Information technology +1 Deleted Items Reta Shepard RE:RESUBMITTALS FOR STILLAGUAMISH SENIOR CENTER EXPANSIONS BUILDINGS 2,3,4... Fri 4111 J2008 7:17 AM DRC-Pre-permit Comunication [ 1 Reta Shepard RE:M[DonakPs in SmPt wants to add two more sinks BLD 20080088 Thu 4J10J2008 4;21 J Emergency Management Q Sonya Blacker FW:Protocol For Inquiries of Public Works 04102008 Thu 411012008 12:1 .. r i FnninParinn-1 VNN 0 Tim.I ai ir,A.Poi Kelli Hale RE:not for DOE Thu 4J1012008 11:1... LA Vkky MaX$eld customer question Thu 4J10J2008 11:0... Sonya Blacker not for DOE Thu 4JIOJ2008 10:5... •u - .... ....ter . . �_ � -.-..._ --WO ROW J Online *Start L_]) f " L_J Ii Microsoft Office Eu� '6 Home-City of Arlington... I '*1 BLD20080086-bfecht-.,. I PermitTrax-bfecht-... « 2:34 PM Monday,Apr 14,2008 02:34 PM � x a. I Permit Review Details Permit: BLD20O77619 � n� PERMIT , 1000 - P-Cross Conn Premise Isolation Complete? Y 11/28/2007 gtararan 30 Install an RPBA after the meter per City of Arlington Standard Detail Drawings W-13. Y Alternatly the RPBA can be installed inside the mechanical room,provide sufficient clearance for testing,repair and maintenance. If an irrigation system is required install a DCVA per City of Arlington Detail Drawings W-09 after the meter befor any branch connections. Total Time: 30 1002- P-Engineering I Complete? Y 12/18/2007 mwang 30 The Department of Public Works will prepare a comments letter to address the issues raised Y by staff. 12/18/2007 mwang 0 The Department of Public Works has the following comments on this building permit(no N separate comment letter will be prepared). 1.The Developer is required to submit site/civil plans prepared by a professional engineer and reviewed/approved by the Public Works Department before construction starts.The Developer shall call(360)403-3527 to schedule a pre-design meeting with City Engineering staff. 2.The building permit shall not be issued before site/civil plans are approved by the City. 12/28/2007 [brown 0 Y Total Time: 30 1004-P-Engineering II Complete? Y 12/12/2007 tcross 0 Need a couple of more day's for review as I have some research on this project. N 12/14/2007 tcross 90 A pre-design meeting shall be required,as site civil shall be required as the improvement to Y 170th PI NE need to be addressed as well as water,sewer,storm needs. Total Time: 90 1012- P-Pre-Treatment Complete? Y 11/28/2007 sboyd 15 No comments. Y Total Time: 15 1014-P-Public Works I Complete? Y 12/19/2007 (brown 0 Y Total Time: 0 1016 - P-Public Works II Complete? Y 12/04/2007 Itaylor 10 No comments Y Total Time: 10 1020- P-Sewer Complete? Y 12/10/2007 vrenfroe 0 NO COMMENT.VLR Y Total Time: 0 1026- P-Utilities Fees Complete? Y 11/27/2007 sblacker 0 plans are in your mailbox as of 11/27 N 12/04/2007 rshepard 30 Estimated water/sewer fees will be based on 3 ERU's. Permits will be generated when meter Y size is decided. Total Time: 30 1028 - P-Water Complete? Y 12/07/2007 eanderson 60 1 would like to recommend we have a pre-design meeting to go over the print.There are Y issues,like calling out for existing water meters that are not there,Main line sizes that are incorrect,not showing valving and fittings,water main placement etc. Total Time: 60 2000 -C-Building I Complete? Y 01/08/2008 kwentz 360 SEPERATE PERMITS ARE REQUIERED FOR PLUMBING,MECHANICAL,SPRINKLER Y SYSTEM AND SIGNS.CONTRACTOR INFO.MUST BE PROVIDED PRIOR TO ISSUANCE OF PERMIT. Total Time: 360 1/18/2008 8:29:36 AM Page 1 of 2 i i �: I i i 2008-C-Community Development I Complete? N Total Time: 0 2012 -C-Natural Resources Complete? Y 12/05/2007 bblake 5 1 don't think there will be a need for any wetland reports normally required in this area since Y the site was pre-loaded for construction They are beyond the buffers for Edgecomb creek. Total Time: 5 2014-C-Planning I Complete? Y 12/06/2007 ypage 0 The elevations that were submitted do not match those approved by the Design Review N Board.Gary Parkinson,architect,will submit revised elevations adding detailing/interest to the elevations facing the streets. Gary Parkinson brought in elevation drawings for the planners to review,therefore more review time is needed. 01/17/2008 ypage 40 Plans are in substantial conformance with the special use permit(S-04-023)issued for the Y project on 10/15/04 and Design Review Decision(S-04-023-DR)issued on 8/18/04,subject to any conditions or modifications that may be required as part of the site civil drawing review process. Originally,the building elevations submitted for this building permit were reversed,with no detailing/interest facing the streets,which was not approved.The project architect submitted revised elevations adding detailing/interest to those elevations,and the revised elevations are considered to be in substantial conformance with the Design Review Decision(S-04-023-DR) issued on 8/18/04. The developer shall submit payment of the following estimated City of Arlington impact fees (based on 9,600 square foot retail,designated Building 2 in the special use permit):Traffic at $3,355.00 per p.m.-peak-hour trip,which is 18,or$60,390.00. The developer shall submit proof of payment of the WSDOT and Snohomish County traffic mitigation for this building. The developer shall submit documentation verifying that a Critical Area Protection Easement (CAPE)per the approved mitigation plan by Hydro Terra dated June 25,2004,has been dedicated to the City. In addition,all of the conditions of the Premier Pacific Properties Special Use Permit(File S-04-023)shall apply to the development of the property. Total Time: 40 3000-X-Airport Complete? Y 12/12/2007 dcarman 5 No comments at this time Y Total Time: 5 3004-X-Fire Complete? Y 11/27/2007 Wacker 0 large plan sets are in the mail. N 12/12/2007 tcooper 20 1.Location of FDC,Fire Hydrant are approved. Y (Condition)Applicant to provide a"Knox Box"at main entrance to structure Total Time: 20 4016-O-Structural Consultant Complete? Y 11/26/2007 sblacker 0 mailed 11/27/07 N 01/09/2008 kwentz 360 Y Total Time: 360 Total Reviews: 23 Total Time: 1055 1/18/2008 8:29:36 AM Page 2 of 2 i i `I I �. I - � � s- :.._ Permit Review Details Permit: BLD20077619 1000 -P-Cross Conn Premise Isolation Complete? Y 11/28/2007 gtararan 30 Install an RPBA after the meter per City of Arlington Standard Detail Drawings W-13. Y Alternatly the RPBA can be installed inside the mechanical room,provide sufficient clearance for testing, repair and maintenance. If an irrigation system is required install a DCVA per City of Arlington Detail Drawings W-09 after the meter befor any branch connections. Total Time: 30 1002 -P-Engineering I Complete? Y 12/18/2007 mwang 30 The Department of Public Works will prepare a comments letter to address the issues raised Y by staff. 12/18/2007 mwang 0 The Department of Public Works has the following comments on this building permit(no N separate comment letter will be prepared). 1.The Developer is required to submit site/civil plans prepared by a professional engineer and reviewed/approved by the Public Works Department before construction starts.The Developer shall call(360)403-3527 to schedule a pre-design meeting with City Engineering staff. 2.The building permit shall not be issued before site/civil plans are approved by the City. 12/28/2007 (brown 0 Y Total Time: 30 1004-P-Engineering II Complete? Y 12/12/2007 tcross 0 Need a couple of more day's for review as I have some research on this project. N 12/14/2007 tcross 90 A pre-design meeting shall be required,as site civil shall be required as the improvement to Y 170th PI NE need to be addressed as well as water,sewer,storm needs. Total Time: 90 1012 -P-Pre-Treatment Complete? Y 11/28/2007 sboyd 15 No comments. Y Total Time: 15 1014 -P-Public Works I Complete? Y 12/19/2007 (brown 0 Y Total Time: 0 1016 -P-Public Works II Complete? Y 12/04/2007 Itaylor 10 No comments Y Total Time: 10 1020 -P-Sewer Complete? Y 12/10/2007 vrenfroe 0 NO COMMENT.VLR Y Total Time: 0 1026 - P-Utilities Fees Complete? Y 11/27/2007 sblacker 0 plans are in your mailbox as of 11/27 N 12/04/2007 rshepard 30 Estimated water/sewer fees will be based on 3 ERU's. Permits will be generated when meter Y size is decided. Total Time: 30 1028 -P-Water Complete? Y 12/07/2007 eanderson 60 1 would like to recommend we have a pre-design meeting to go over the print.There are Y issues,like calling out for existing water meters that are not there,Main line sizes that are incorrect, not showing valving and fittings,water main placement etc. Total Time: 60 2000 -C-Building I Complete? Y 01/08/2008 kwentz 360 SEPERATE PERMITS ARE REQUIERED FOR PLUMBING, MECHANICAL,SPRINKLER Y SYSTEM AND SIGNS.CONTRACTOR INFO. MUST BE PROVIDED PRIOR TO ISSUANCE OF PERMIT. LL Total Time: 360 1/18/2008 3:19:16 PM I I�di Q t_fVX1_W. '1}� �Q 1 AJ Page 1 of 2 J I �� 1 �1 Permit Review Details \l Permit: BLD20080007 PERtM ITTRAX 1002-P-Engineering I Complete? Y 01/18/2008 mwang 15 The Department of Public Works has no comments on this building permit. Y Total Time: 15 1004- P-Engineering II Complete? Y 01/14/2008 tcross 30 No comment. Y Total Time: 30 1006 - P-Engineering III Complete? Y 01/14/2008 khale 30 See conditions and inspections Y 01/14/2008 tcross 30 No Comment Y Total Time: 60 1014 - 1ST Review-On-site Modular office Complete? Y 01/11/2008 Itaylor 5 No comments Y Total Time: 5 1016 - 1ST Review-On-site Modular office Complete? Y 01/10/2008 Irupert 0 Y Total Time: 0 1026 - 1ST Review-On-site Modular office Complete? Y 01/10/2008 rshepard 10 Marysville Utilities water/sewer service area Y Total Time: 10 2000 - 1ST Review -On-site Modular office Complete? Y 01/10/2008 sblack 30 Provide contractor information prior to issuance. Y Total Time: 30 2008 - 1 ST Review-On-site Modular office Complete? N 01/14/2008 bfecht 0 pending engineering&fire comments. N Total Time: 0 2014- 1 ST Review -On-site Modular office Complete? Y 01/11/2008 nhudson 10 no comments Y Total Time: 10 3004- 1ST Review -On-site Modular office Complete? N Total Time: 0 4004- Review packet sent to Marysville Complete? Y 01/14/2008 bfecht 0 Y Total Time: 0 Total Reviews: 12 Total Time: 160 1/18/2008 3:21:30 PM Page 1 of 1 2008 -C-Community Developmen. , Complete? N Total Time: 0 2012 -C-Natural Resources Complete? Y 12/05/2007 bblake 5 1 don't think there will be a need for any wetland reports normally required in this area since Y the site was pre-loaded for construction.They are beyond the buffers for Edgecomb creek. Total Time: 5 2014-C-Planning I Complete? Y 12/06/2007 ypage 0 The elevations that were submitted do not match those approved by the Design Review N Board.Gary Parkinson,architect,will submit revised elevations adding detailing/interest to the elevations facing the streets. Gary Parkinson brought in elevation drawings for the planners to review,therefore more review time is needed. 01/17/2008 ypage 40 Plans are in substantial conformance with the special use permit(S-04-023)issued for the Y project on 10/15/04 and Design Review Decision(S-04-023-DR)issued on 8/18/04,subject to any conditions or modifications that may be required as part of the site civil drawing review process. Originally,the building elevations submitted for this building permit were reversed,with no detailing/interest facing the streets,which was not approved.The project architect submitted revised elevations adding detailing/interest to those elevations,and the revised elevations are considered to be in substantial conformance with the Design Review Decision(S-04-023-DR) issued on 8/18104. The developer shall submit payment of the following estimated City of Arlington impact fees (based on 9,600 square foot retail,designated Building 2 in the special use permit):Traffic at $3,355.00 per p.m.-peak-hour trip,which is 18,or$60,390 00. The developer shall submit proof of payment of the WSDOT and Snohomish County traffic mitigation for this building. The developer shall submit documentation verifying that a Critical Area Protection Easement (CAPE)per the approved mitigation plan by Hydro Terra dated June 25,2004, has been dedicated to the City. In addition, all of the conditions of the Premier Pacific Properties Special Use Permit(File S-04-023)shall apply to the development of the property. Total Time: 40 3000 -X-Airport Complete? Y 12/12/2007 dcarman 5 No comments at this time Y Total Time: 5 3004-X-Fire Complete? Y 11/27/2007 sblacker 0 large plan sets are in the mail. N 12/12/2007 tcooper 20 1.Location of FDC, Fire Hydrant are approved. Y (Condition)Applicant to provide a"Knox Box"at main entrance to structure. Total Time: 20 4016 -O-Structural Consultant Complete? Y 11/26/2007 sblacker 0 mailed 11/27/07 N 01/09/2008 kwentz 360 Y Total Time: 360 Total Reviews: 23 Total Time: 1055 1/18/2008 3:19:16 PM Page 2 of 2 i .; 11 PZY"dMIT ��: >< Permit Review Det ils Permit: BLD20077619 Q,, ;1,�, C I'loly S`l Pwi_ NfJ 1000 -P-Cross Conn Premise Isolation Y Complete? Y 11/28/2007 gtararan 30 Install an RPBA after the meter per City of Arlington Standard Detail Drawings W-13. Y Alternatly the RPBA can be installed inside the mechanical room, provide sufficient clearance for testing, repair and maintenance. If an irrigation system is required install a DCVA per City of Arlington Detail Drawings W-09 after the meter befor any branch connections. Total Time: 30 1002 - P-Engineering I Complete? Y 12/18/2007 mwang 30 The Department of Public Works will prepare a comments letter to address the issues raised Y by staff. 12/18/2007 mwang 0 The Department of Public Works has the following comments on this building permit(no N separate comment letter will be prepared). 1.The Developer is required to submit site/civil plans prepared by a professional engineer and reviewed/approved by the Public Works Department before construction starts.The Developer shall call(360)403-3527 to schedule a pre-design meeting with City Engineering staff. 2.The building permit shall not be issued before site/civil plans are approved by the City. 12/28/2007 (brown 0 Y Total Time: 30 1004 - P-Engineering II Complete? Y 12/12/2007 tcross 0 Need a couple of more day's for review as I have some research on this project. N 12/14/2007 tcross 90 A pre-design meeting shall be required,as site civil shall be required as the improvement to Y 170th PI NE need to be addressed as well as water,sewer,storm needs. Total Time: 90 1012 -P-Pre-Treatment Complete? Y 11/28/2007 sboyd 15 No comments. Y Total Time: 15 1014 - P-Public Works I Complete? Y 12/19/2007 (brown 0 Y Total Time: 0 1016 -P-Public Works II Complete? Y 12/04/2007 Itaylor 10 No comments Y Total Time: 10 1020 - P-Sewer Complete? Y 12/10/2007 vrenfroe 0 NO COMMENT.VLR Y Total Time: 0 1026 -P-Utilities Fees Complete? Y 11/27/2007 sblacker 0 plans are in your mailbox as of 11/27 N 12/04/2007 rshepard 30 Estimated water/sewer fees will be based on 3 ERU's. Permits will be generated when meter Y size is decided. Total Time: 30 1028 - P-Water Complete? Y 12/07/2007 eanderson 60 1 would like to recommend we have a pre-design meeting to go over the print.There are Y issues,like calling out for existing water meters that are not there,Main line sizes that are incorrect, not showing valving and fittings,water main placement etc. Total Time: 60 2000 -C-Building I Complete? Y 01/08/2008 kwentz 360 SEPERATE PERMITS ARE REQUIERED FOR PLUMBING, MECHANICAL,SPRINKLER Y SYSTEM AND SIGNS. Total Time: 360 2008 -C-Community Development I Complete? N 1/9/2008 10:44:48 AM Page 1 of 2 ' ~ ' / ~ / ° . � � S , � - = � | / . � . ^ / | ' � / | / ^ __ ___ _______ __ ______ ________ __ _ a ; ? ° p o ° go U)03 fD > CA N r+ O rr ° W .d O O VO z Oil z z . da z ° [ y O o cl z ¢� , d n d � M O CD ID ID d y � ID o � ( �d < O a 90 n o n a- W ° x CD C. A n ` l7,. ,� . �. :� � . ' CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 PERMtT FEES/RECEIPT DATE: Tuesday,May 27,2008 PERMIT#: BLD20077619 PROJECT ADDRESS: 17014 59TH AVE NE, ARLINGTON LOCATION: OWNER: Stillaguamish Tribe Counseling Center PO Box 277 ARLINGTON,WA 98223 360.653.1104 *FEE SUMMARY: Description Fee Amount Paid Batance Due C-Building Permit Fee $6.188,75 ($6,188.75) $0,00 C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0,00 $0.00 $0.00 C-Building Plan Review Fee $4,023 M ($4,023,00) $0,00 C-State Building Code Surcharge $4.50 ($4.50) $0.00 C-Traffic Mitigation $60,390.00 ($60,390.00) $0.00 Total Due: $70,606.25 ($70,606.25) $0.00 *FEES ARE ESTIMATED BASED ON INFORMA TION PRO VIDED AT SUBMITTAL-SUBJECT TO CHANGE PAYMENT TRANSACTIONS: Date Receipt# Method/Payee Paid 11/26/2007 REC000169 Check 18326/ ($4,200.00) C-Building Plan Review Fee ($4,200.00) 5/27/2008 REC000534 Check 9872/Tom Ashley ($66,406.25) C-Building Permit Fee ($6,188.75) C-Building Plan Review Fee $177.00 C-State Building Code Surcharge ($4.50) C-Traffic Mitigation ($60,390.00) + _ I .� !1 1 y 1 Uki4 LIA- t tYi '1 BLD20077619 CONDITIONS t • install an RPBA after the meter per City of Arlington Standard Detail Drawings W-13.Alternatly the RPBA can be installed inside the mechanical room,provide sufficient clearance for testing,repair and maintenance. If an irrigation system is required install a DCVA per City of Arlington Detail Drawings W-09 after the meter befor any branch connections.g.t. � • Applicant to provide a"Knox Box"at main entrance to structure.T.C. �e • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications,installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. , • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expansion tank shall be installed on all hot water tanks. .1 Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check thejob card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • Provide 2A:IOB:C portable fire extinguishers at locations as noted on approved plans. • Final Locations of illuminated exit signs&,emergency lighting subject to field inspection by the Building Official. • Request final Fire Department Inspection(360)403-3607. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a'/z inch min. stroke width on a contrasting background. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERMIT FEES Description ee' f :Fed' _�Bsla401$it C-Building Permit Fee $6,188.75 ($6,188.75) $0.00 C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 C-Building Plan Review Fee $4,023.00 ($4,023.00) $0.00 C-State Building Code Surcharge $4.50 ($4.50) $0.00 C-Traffic Mitigation $60,390.00 ($60,390.00) $0.00 Total Due: $70,606.25 ($70,606.25) $0.00 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. CALL • ' INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being ►•equested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. C-Footings �-'�-i l� � �,��� C�u•�C I' �,i r�9, CQ. Y1� . �,. t � _ '� ►, �� I �� I MTC Materials I'eSting & COnSUltl Inc. X Remember... One testis worth a thousand evpert opiiiions s Geotechnical Engineering • Special Inspection • Materials Testing JACCREDITED lf'/rr eF R l aaltltU90+p. CeNlicalc a136601 a 1366 02 REPORT OF FIELD INSPECTION AND COMPRESSION TEST Report#C 11160 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C. PROJECT#: 08BO76 Arlington,WA 98223 DATE CAST: August 5,2008 DATE RECEIVED: August 6,2008 PERMIT#: FIELD DATA Location of Placement: CMU walls gl(1-5)(A-E)elev 0'-3'4" first lift. Sample Location: Truck chute Contractor: Sterling Construction Mix#&Proportions: 1188339 Supplier&Plant: Rinker Everett Cement, lbs. 4640 Quantity Placed,Cu.Yd.: 9 of 13 Flyash, lbs. 420 Delivery Ticket#: 80166230 Water, gals. 2150 lbs Truck#: 5177 Fine Agg., lbs. 16800(d,)3.5% Batch Time: 1:06 pm Coarse Agg., lbs. 10460 @ 2.0% Sample Time: 2:17 pm Coarse Agg., lbs. Slump,In.(ASTM C-143)or W/C Ratio: flowable Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): NT Job Spec Admixture, oz./cwt WRA 186 oz Concrete/Ambient Temp.,of(ASTM C-1064) 76o/86' Admixture, oz./cwt Min/Max Temp.,°F o/ a Admixture, oz./cwt SAMPLE TYPE& COMPRESSION TEST RESULTS ❑Concrete(ASTM C-39) ® Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.Wgt.Concrete(ASTM C-39) ❑ Other: Set of Test Age Total Load Sample Sample Area Compressive *Break Log No. (Days) Date of Test Lbs. Dimensions In. (Sq.In.) Strength(PSI) Tested By Tyue OBSERVATIONS 4220 7 8/12/08 29.500 3.300.32 10.96 2,690 TB ® Samples made by a MTC representative 4221 28 9/2/08 ® Samples picked up by a MTC representative 4222 28 9/2/08 1 ❑Test results comply with applicable specification Rfacing steel was visually impaled and found it 4223 H ® ow comply with project plans and epees ❑ Reinforcing ateddoes not comply wish project plans and 1pecificanwns Gsllom ofwster were added®prior to❑after 30 ,.mplmg. 'Refer to applicable ASTM for corresponding RE 'D 28 2,000 h n'-ty=identiricatim. Any Deficiencie(s)Noted: ❑Low 7-Day Break Low 28-Day Break ❑Other REMARKS: To the best of my knowledge and observation material and workmanship are consistant with plans and specs. REPORTED BY: S.Jefferson,WABO Inspector pn REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblackce;ci.arlington.wa.us cc: cc: cc' All results apply only In actual locations and materials tesled.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.mte-ine.net Rev.7/07 :r 1 .11C Materials Testing & Consult* Inc. Renhenhber... One testis North a thousand epert opinions I Geotechnical Engineering • Special Inspection • Materials Testing JACCREDITED t falrrrCl,I�strnR 74(',iNrLLl{�4•,n` Cerlillcale#1368 Ot 8 1366 o2 REPORT OF FIELD INSPECTION AND COMPRESSION TEST Report#C 11256 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C. PROJECT#: 08BO76 Arlington,WA 98223 DATE CAST: August 7,2008 DATE RECEIVED: August 11,2008 PERMIT#: FIELD DATA Location of Placement: CMU walls gL(1-5)(A-E)elev 3'4"to 7'4". Sample Location: gL(1-A) Contractor: Sterling Construction Mix#&Proportions: 1188339 6 SK Supplier&Plant: Rinker-Evt Cement, lbs. 4150 Quantity Placed,Cu.Yd.: 9 Flyash, lbs. 390 Delivery Ticket#: 80164717 Water, gals. 390 Truck#: 9463 Fine Agg., lbs. 2015 lbs Batch Time: 10:21 AM Coarse Agg., lbs. 19860 @ 2.5% Sample Time: 11:15 AM Coarse Agg., lbs. 9440 @ 3.5%-#8 Slump,In.(ASTM C-143)or W/C Ratio: 9" Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): NT Job Spec Admixture, oz./cwt WRA- 166 oz Concrete/Ambient Temp.,°F(ASTM C-1064) 75'/76' Admixture, oz./cwt Min/Max Temp.,°F NT°/NT' Admixture, oz./cwt SAMPLE TYPE&COMPRESSION TEST RESULTS ❑Concrete(ASTM C-39) ®Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.Wgt.Concrete(ASTM C-39) ❑Other: Set of Test Age Total Load Sample Sample Area Compressive "Break Log No. (Days) Date of Test (Lbs.) Dimensions(In.) (Sq.In.) Strength(PSI) Tested By Twe OBSERVATIONS 4298 7 8/14/08 33,700 3.21x3.28 10.53 3,200 VD ®Samples made by a MTC representalive 4299 28 9/4/08 ®Samples picked up by a MTC representative 4300 28 9/4/08 ❑Tesl results comply with applicable specification Remfmcmg steel was visually Inapoeled and Pound tr 4301 H ®e«ply with project plans and rpecs ❑Reinforcing steel does not comply with project plans and spccinctnwn Gollom of water were added®prior to r]aner 12 »mish.g. RE °D 28 2,000 •Refer to applicable ASTM for corresponding Any Deficiencie(s)Noted: ❑Low 7-Day Break ❑Low 28-Day Break ❑Other REMARKS: Grout was properly consolidated by mechanical vibration.To the best of my knowledge and observation material and workmanship are consistant with approved plans and specs. REPORTED BY: S.Jefferson,WABO Inspector se REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblack@ci.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.Asa mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property ofclicnls,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval, Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)7554980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.nitc-inc.net Rev,7/07 i NITC Materials Testing & Consulting, Inc. At " Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting 11 a Proctor Report Project:New Counseling Center Date Received: 22-Oct-08 Unified Soils Classification System,ASTM D-2487 ASTM C-136 Project#: 08B076 Sampled By: MC GW,Well-graded Gravel with Sand,Crushed Sieve Size Percent Specifications Client: Stillaguamish Tribes Date Tested:24-Oct-08 Sample Color BS man Passing Max Min Source: Onsite/Iron Mtn.Quarry Tested By: VD/TB Grey 6.00" 150,0 Sample#:081678 4.00" 100.0 Sample Prepared: Moist:X Manual: 3.00" 75.0 Dry: Mechanical:X 2.50" 63.0 Test Standard:ASTM D698: AASHTO T 99: Method 2.00" 50.0 ASTM D 1557:X AASHTO T 180, C 1.75" 45.0 Assumed Sp.Cr. Point Percent Dry Uncorrected Proctor Value 1.50" 37.5 2.75 Number Moisture Density Max.Dry Density Optimum Moist. 1.25" 31.5 100% 100.0% 100.0% l 2.3% 121.7 123.9 Ibs/ft' 4.6% 1.00" 25.0 98% 100.0% 80.0% 2 4.7% 124.0 7/8" 22.4 3 6.3% 122.6 Value w/Oversize Correction Applied 3/4" 19.0 88% 4 8.3% 118.0 Max.Dry Density Optimum Moist. 5/8" 16.0 79% 80.0% 50.0 ACCREDITED 128.3 Ibs/ft' 4.1% 1/2" 12.5 66% .••wx rn;ul Iw,s ux.:r 3/8" 9.5 56% 1/4" 6.3 41% Moisture Density Relationship 44 4.750 34% 45.0% 25.0 1260 , r t r #8 2.36 #10 2 l9% 124.0 -'-T-- • ----- -, '-- - i- - - #16 1.18 �. - • #20 0.85 I220 ♦ - - - - - - #30 0.6 ca Izoa i #40 0.425 6% 18.0% 3.0% i ; a - - - � � #50 0.3 ue a -• #60 0.25 5% #80 0.18 ilex #100 0.15 4% 1% 2% J% 4 si 6% ri 8 ` 9% 10% 11% #140 0.106 Percent Moisture #170 0.09 ♦ Data Points Zero Air Voids Curve Curve Fit #200 0.075 2.8% 7.5% 0.0% Specs: Meets Specs?Yes ]ou8 WSDOT 9-03.9(3)Base Course ASTM D-4718,Misc.Oversize Correction Values %Retained 3/4" 12% %Retained Comected Optimum %Retained Corrected Optimum %Gravel:66.3% D,,,):0.863 3/4"Sieve Density Moisture 3/4"Sieve Density Moisture %Sand:30.9% D(30):4.042 5% 125.7 4.4% 20% 131.2 3.8% %Silt&Clay:2.8% Doat: 1.761 10% 127.5 4.2% 25% 133.2 3.6% CC: 1.76 LL:n/a 15% 129.3 4.0% 30% 135.2 3.4% Cu: 12.44 PL:n/a FM:5.72 I'I:n/a Coovrieht Spears Eimineerine&Teehnical Services PS,1996-98 nil rcwh.�PPI„mi,w,•crud l,�t,am col nuend<Itutd M.wudpmmwnpd-,d.P.W..oJ_hc+.A f-.art A.." or cvlracls from or rcgadiog our R,-1 c ap.4iai w,urmrn+p•wrl Comments: Per WSDOT 9-03,9(3)Base Course spec,material contains 100%fractured particles Reviewed by: Digitally signed by Victor Duran Victor DN: CN =Victor Duran, C = US O = Materials Testing & Consulting, I nc. Duranreviewed Reason: Ihave this document Date: 2008.10.28 11:37:50 -08'00' Corporate-777 Chrysler Drive Burlington,WA 98223 • Phone(360)755-1990 • Fax(360)755-1980 NW Region-2126 East Bakerview Rd.,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-811 1 SW Region-2118 Black Lake Blvd.SW • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 Visit our website:www.mtc-inc.net I �' ., ■ .� i. ,ti ■ '� 7 t Material Testing & Consult o, Inc. } Remember... One test is worth a thousand expert opinions 1 141, ?7stu=mra«Duos Geotechnical Engineering • Special Inspection • Materials Testing ACCREDITElahD REPORT OF FIELD INSPECTION AND COMPRESSION TEST Report#C 10171 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C.PROJECT#: 08B076 Arlington,WA 98223 DATE CAST: July 1,2008 DATE RECEIVED: July 3,2008 PERMIT#: BLD2008-0135 FIELD DATA Location of Placement: Wall footings and column spread footings of the New Counselding Center building Sample Location: NE building corner Contractor: Superior Concrete Mix#&Proportions: 194414 4.25 A 3/4 fly Supplier&Plant: Glacier Cement, lbs. Type II 3810 Quantity Placed,Cu.Yd.: 20 of 55.5 Flyash, lbs. 660 lbs Delivery Ticket#: 206842 Water, gals. 136 gal Truck#: 7357 Fine Agg., lbs. old sand 14740 Batch Time: 7:20 am Coarse Agg., lbs. 3/4 17340 Sample Time: 8:25 am Coarse Agg., lbs. Slump,In.(ASTM C-143)or W/C Ratio: 4" Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): Job Spec Admixture, oz./cwt Concrete/Ambient Temp.,°F(ASTM C-1064) 74'/60' Admixture, oz./cwt Min/Max Temp.,°F o/ ° Admixture, oz./ewt SAMPLE TYPE&COMPRESSION TEST RESULTS ®Concrete(ASTM C-39) ❑Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.Wgt.Concrete(ASTM C-39) ❑Other: Set of Test Age Total Load Sample Sample Area Compressive *Break LoR No. (Days) Date of Test (Lbs.) Dimensions In. (Sq.In.) Strength(PSI) Tested By T e OBSERVATIONS 3634 7 7/8/08 40,290 4.0 12.56 3,210 VD 2 ® Samples made by a MTC representative 3635 28 7/29/08 63,790 4.0 12.56 5,080 MB 4 ®Samples picked up by a MTC representative 3636 28 7/29/08 58,580 4.0 12.56 4,660 MB 5 ®Test results comply with applicable specification 3637 H ® Reinforcing steel was visually inspected and found tt comply with project plans and specs ❑ Relufen:ing steel does not comply with project plans and"ifications Gallons ofwater were added❑prior to Elafter 0 sampling. RE °D 28 3 000 Refer to applicable—Thru ASTM for corresponding k• identification. Any Deficiencie(s)Noted: ❑Low 7-Day Break ❑Low 28-Day Break El Other MTC on site as requested. Concrete placed via pump and consolidated with mechanical vibrator. To the best of my REMARKS: knowledge, workmanship meets plans and specs. R.Bichel,WABO Inspector REPORTED BY: P.Nissley,Field Inspector pn REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie(ailbanksavers.org cc: jwood@kirtley-cole.com cc: sblack@ci.arlingtonma.us All results apply only to actual locations and materials tested Asa mutual protection to clients,Ibe public and ourselves,all reports—submitted as the confidential property of clients,and authorization for publication ofstatenrems,conclusions or extracts from or regarding our reports is reserved pending our written approval. Corporate Office—777 Chrysler Drive e Burlington,WA 98233 * Phone(360)755-1990 ° Fax(360)755-1980 2118 Black Lake Blvd,S.W. ° Olympia,WA 98512 a Phone(360)534-9777 ° Fax(360)534-9779 2126 East Bakerview Road,Suite#101 ° Bellingham,WA 98226 ° Phone(360)647-6061 ° Fax(360)647-8111 Website Address:www.mte-inc.net Rev.7/07 51 1 M, TC Materid- Testing & Consult. _g, Inc. Remember— One testis fvorth a thousand exert opinions Geotechnical Engineering • Special Inspection • Materials Testing JACCREDITED9 t441114 7 uv-1-0-liq eam � REPORT OF FIELD INSPECTION AND COMPRESSION TEST Report#C 10171 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C.PROJECT#: 08B076 Arlington,WA 98223 DATE CAST: July 1,2008 DATE RECEIVED: July 3,2008 PERMIT#: BLD2008-0135 FIELD DATA Location of Placement: Wall footings and column spread footings of the New Counselding Center building Sample Location: NE building corner Contractor: Superior Concrete Mix#&Proportions: 194414 4.25 A 3/4 fly Supplier&Plant: Glacier Cement, lbs. Type II 3810 Quantity Placed,Cu.Yd.: 20 of 55.5 Flyash, lbs. 660 lbs Delivery Ticket#: 206842 Water, gals. 136 gal Truck#: 7357 Fine Agg., lbs. old sand 14740 Batch Time: 7:20 am Coarse Agg., lbs. 3/4 17340 Sample Time: 8:25 am Coarse Agg., lbs. Slump,In.(ASTM C-143)or W/C Ratio: 4" Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): Job Spec Admixture, 6z./cwt Concrete/Ambient Temp.,OF(ASTM C-1064) 74'/600 Admixture, oz./cwt Min/Max Temp.,OF °/ Admixture, oz./cwt SAMPLE TYPE&COMPRESSION TEST RESULTS ®Concrete(ASTM C-39) ❑Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.Wgt.Concrete(ASTM C-39) ❑Other: Set of Test Age Total Load Sample Sample Area Compressive *Break Log No. (Days) Date of Test (Lbs.) Dimensions(In.) (Sq.In.) Strength(PSI) Tested By Tvoe OBSERVATIONS 3634 7 7/8/08 40,290 4.0 12.56 3,21"0 VD 2 ® Samples made by.MTCrepresentative 3635 28 7/29/08 63,790 4.0 12.56 5,080 MB 4 ® Samples picked up by a MTC representative 3636 28 7/29/08 58.580 4.0 12.56 4,660 MB 5 ® Testresulls comply with applicable specification ®3637 H Reinforcing steel was visually inspected and found R comply with project plans and specs ❑Rein forcing steel does not comply with p jeetplans and specifications Gallons of wafer were added[3 prior to❑after 0 sampling. REO'D 28 3.000 *Refer to applicable ASTM for corresponding ak•toiw iftirdification. Any Deficiencie(s)Noted: ❑Low 7-Day Break ❑Low 28-Day Break ❑Other MTC on site as requested. Concrete placed via pump and consolidated with mechanical vibrator.To the best of my REMARKS: knowledge, workmanship meets plans and specs. R.Bichel,WABO Inspector REPORTED BY: P.Nissley,Field Inspector pn REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: iwood(a,kirtley-cole.com cc: sblack@ci.arlington.wa.us All results apply only to actual locations and materials tested,As a manual protection to clients,the public and ourselves,all reports are submined as the confidential property ofclicnts,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.mtc-inc.net Rev,7/07 MTC Materials Testing & Consulting, Inc. F Geotechnical Engineering • Special Inspection • Materials Testing REPORT OF INPLACE DENSITIES BY NUCLEAR METHOD Report#D 10639 CLIENT: Stillaguamish Tribe DATE: July 18,2008 ATTN: Jim McKenzie PROJECT NAME : New Counseling Center ADDRESS: PO Box 277 PROJECT LOCATION: Arlington,WA Arlington,WA 98223 MTC PROJECT#: 08BO76 PERMIT#: WORK/LOCATION: Native backfill of interial slab foundation; elevation 8"below top of slab. INPLACE DENSITY TEST RESULTS(ASTM D-2922&D-3017) TEST MODE/ WET DRY # DEPTH LOCATION OF TEST ELEV, DENSITY DENSITY MOIST% * COMP% REQ'D% 1 10" GL(D.1,2.0) 8'BTS 120.3 111.9 8.4 1 95 95 2 10" GL(B.5,2.0) 8'BTS 1 123.3 114.7 8.6 1 1 97 95 3 10" GL(C.9,2.5) 8'BTS 118.9 111.2 7.7 1 95 95 4 10" GL(A.9,2.9) 8'BTS 124.3 115.8 8.4 1 98 95 5 10" GL(B.5,3.4) 8'BTS 123.4 115.5 7.9 1 98 95 6 10" GL(D.1,4.1) 8'BTS 120.3 112.5 7.8 1 96 95 7 10" GL(B.8,3.9) 8'BTS 1 121.7 113.7 8.1 1 1 97 95 8 10" GL(A.9,4.2) 8'BTS 123.8 115.5 8.3 1 98 95 E190 10" GL(B.0,4.8) 8'BTS 124.0 116.1 7.9 1 98 95 10" GL(B.3,4.8) 8'BTS 120.4 111.8 8.6 1 95 95 TEST METHOD: ❑ASTM D-698/AASHTO T-99 ® ASTM D-1557/AASHTO T-180 *1 SAMPLE# : 081309 DESCRIPTION: Poorly graded sand with silt PROCTOR VALUE : 117.3 @ 10.1% *2 SAMPLE# : DESCRIPTION: PROCTOR VALUE : *3 SAMPLE#: DESCRIPTION: PROCTOR VALUE : *4 SAMPLE# : DESCRIPTION: PROCTOR VALUE : GAUGE STANDARD: MS- 10980 DS-35291 1EQUIPMENT ID&S/N(as applicable): CPN M351202984/2984 Native Soils: ® Soils consistent with Proctor: Yes Z No ❑ Imported Fills: ❑ Soils found to be firm and stable; and to the best of our knowledge, meet compaction: Yes ® No ❑ Contractor notified of results: Yes ® No ❑ REMARKS: BTS=below top of slab. Page 1 of 2. REPORTED BY: M.Biddick,Field Inspector pn REVIEWED BY: Brian Steele,L.E.G. DISTRIBUTION: original: jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblack@ci.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and aulhori oalion for publication ofstatements,conclusions or extracts from or regarding our reports is reserved pending our written approval, Corporate Office-777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.mtc-inc.net Rev.7/07 i � MTC Materials Testing & Consulting, Inc. J6 Geotechnical Engineering • Special Inspection • Materials Testing REPORT OF INPLACE DENSITIES BY NUCLEAR METHOD Report#D 10640 CLIENT: Stillaguamish Tribe DATE: July 18,2008 ATTN: Jim McKenzie PROJECT NAME: New Counseling Center ADDRESS: PO Box 277 PROJECT LOCATION: Arlington,WA Arlington,WA 98223 MTC PROJECT#: 08B076 PERMIT#: WORK/LOCATION: Native backfill of interial slab foundation;elevation 8"below top of slab. INPLACE DENSITY TEST RESULTS(ASTM D72922&D-3017) TEST MODE/ WET DRY # DEPTH LOCATION OF TEST ELEV. DENSITY DENSITY MOIST% * COMP% REQ'D% 11 10" GL(B.5,3.0) 8"BTS 119.0 111.4 7.6 1 95 95 12 10" GL(D.O.3.2) 8"BTS 123.6 115.1 8.5 1 98 95 TEST METHOD: ❑ASTM D-698/AASHTO T-99 ® ASTM D-1557/AASHTO T-180 *I SAMPLE#: 081309 DESCRIPTION: Poorly graded sand with silt PROCTOR VALUE: 117.3 @ 10.1% *2 SAMPLE#: DESCRIPTION: PROCTOR VALUE : *3 SAMPLE#: DESCRIPTION: PROCTOR VALUE : *4 SAMPLE# : DESCRIPTION: PROCTOR VALUE : GAUGE STANDARD: MS- 10980 DS-35291 1EQUIPMENT ID&S/N(as applicable): CPN M351202984/2984 Native Soils: ❑ Soils consistent with Proctor: Yes ® No ❑ Imported Fills: ❑ Soils found to be firm and stable; and to the best of our knowledge, meet compaction: Yes ® No ❑ Contractor notified of results: Yes ® No ❑ REMARKS: BTS=below top of slab. Page 2 of 2. REPORTED BY: M.Biddick Field Inspector pn REVIEWED BY: Brian Steele,L.E.G. DISTRIBUTION: original: jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblack@,ci.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,The public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statemenls,conclusions or extracts from or regarding our reports is reserved pending our written approval, Corporate Office—777 Chrysler Drive 9 Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 * Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 * Bellingham,WA 98226 * Phone(360)647-6061 * Fax(360)647-8111 Website Address:www.mtc-ine.net Rev.7/07 i :. �I�� Materials Testing & Consulting, Inc. Remember... One test is worth a thousand expert opinions Geotechnical Engineering • Special Inspection • Materials Testing ACCREDITED /rafaeh rfwnR N(�tl.1tl(1i*�`tlC Cerlilicale g1366 01 6 136fi 02 REPORT OF FIELD INSPECTION AND COMPRESSION TEST Report#C 10171 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C.PROJECT#: 08B076 Arlington,WA 98223 DATE CAST: July 1, 2008 DATE RECEIVED: July 3,2008 PERMIT#: BLD2008-0135 FIELD DATA Location of Placement: Wall footings and column spread footings of the New Counselding Center building Sample Location: NE building corner Contractor: Superior Concrete Mix#&Proportions: 194414 4.25 sk 3/4 fly Supplier&Plant: Glacier Cement, lbs. Type II 3810 Quantity Placed,Cu.Yd.: 20 of 55.5 Flyash, lbs. 660 lbs Delivery Ticket#: 206842 Water, gals. 136 gal Truck#: 7357 Fine Agg., lbs. old sand 14740 Batch Time: 7:20 am Coarse Agg., lbs. 3/4 17340 Sample Time: 8:25 am Coarse Agg., lbs. Slump,In.(ASTM C-143)or W/C Ratio: 4" Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): Job Spec Admixture, oz./cwt Concrete/Ambient Temp.,°F(ASTM C-1064) 74'/60' Admixture, oz./cwt Min/Max Temp.,°F o/ a Admixture, oz./cwt SAMPLE TYPE& COMPRESSION TEST RESULTS ®Concrete(ASTM C-39) ❑Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.Wgt.Concrete(ASTM C-39) ❑Other: Set of Test Age Total Load Sample Sample Area Compressive -Break Log No. (Days) Date of Test (Lbs.) Dimensions(In.) (Sq.In. Strength PSI Tested By _Type OBSERVATIONS 3634 7 7/8/08 40,290 4.0 12.56 3,210 VD 2 ® Samples node by a MTC representative 3635 28 7/29/08 ® Samples picked up by a MTC representative 3636 1 28 7/29/08 ❑ Test results comply with applicable specification Reinforcing steel was visually hxpmted and found lr 3637 H ®earyly with project plans and Wm ❑ Reinforcing steel does not comply with project plans and%';:ifcmions O rHuons of water were added O prior to 0 aller _ uepling. RE °D 28 3 000 •Refer to applicable ASTM for corresponding l d li to Any Deficiencie(s)Noted: ❑Low 7-Day Break ❑Low 28-Day Break ❑Other MTC on site as requested.Concrete placed via pump and consolidated with mechanical vibrator.To the best of my REMARKS: knowledge, workmanship meets plans and specs. R.Bichel,WABO Inspector REPORTED BY: P.Nissley,Field Inspector pn REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblack(ilci.arlington.wa.us All results apply only to actual locations and malerials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.mte-inc.net Rev.7/07 r I :1 ;; e: I NITC Materials Testing & Consulting, Inc. Geotechnical Engineering - Special Inspection - Materials Testing k.wir 411rr.�rr�+N,,,.. REPORT OF FIELD INSPECTION Report#F 22924 CLIENT: Stillaguamish Tribe M.T.C. PROJECT#: 08BO76 ATTN: Jim McKenzie DATE: July 14,2008 ADDRESS: PO Box 277 PROJECT: New Counseling Center Arlington,WA 98223 PROJECT ADDRESS: Arlington,WA STRUCT. ENGINEER: CIVIL ENGINEER: ARCHITECT: Gary Parkinson CONTRACTOR: Kirtley Cole PERMIT NO.: 07-71019 Arlington Inspection Performed: RS,RM Time Onsite: Temp: Any Deficiencies Noted: ❑ Need Engineer's Approval ❑ Other ❑ MTC was on site as requested to inspect the reinforcing steel for the masonry walls. The first course was placed and MTC visually inspected the steel. MTC observed the vertical reinforcing that extends out of the course is 24". The plans call for a 50 bar diameter lap which would be 31.25 inches. MTC notified the contractor of this issue. The grout placement was cancelled. The required lap is present extending out of the footings. REPORTED BY: R.Bichel,WABO Inspector pn REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblack@ci.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property ofclienls,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd SW • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address: www.mtc-inc.net Rev.07/07 t: - - - - - - Materials Testing & Consulting, Inc. , Remeufber... One lest is Ivortlf a thousand evrrrt opinions z Geotechnical Engineering • Special Inspection • Materials Testing ACCREDITED I/�/erlynT v cstin N t'nsdlint• REPORT OF FIELD INSPECTION AND COMPRESSION TEST Carlificala p136G 01 8 136602 Report#C 11256 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C.PROJECT#: 08BO76 Arlington,WA 98223 DATE CAST: August 7,2008 DATE RECEIVED: August 11,2008 PERMIT#: FIELD DATA Location of Placement: CMU walls gL(1-5)(A-E)elev 3'4"to 7 4". Sample Location: gL(1-A) Contractor: Sterling Construction Mix#&Proportions: 1188339 6 SK Supplier&Plant: Rinker-Evt Cement, lbs. 4150 Quantity Placed,Cu.Yd.: 9 Flyash, lbs. 390 Delivery Ticket#: 80164717 Water, gals. 390 Truck#: 9463 Fine Agg., lbs. 2015 lbs Batch Time: 10:21 AM Coarse Agg., lbs. 19860 @ 2.5% Sample Time: 11:15 AM Coarse Agg., lbs. 9440 @ 3.5%-#8 Slump,In.(ASTM C-143)or W/C Ratio: 911 Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): NT Job Spec Admixture, oz./cwt WRA- 166 oz Concrete/Ambient Temp.,OF(ASTM C-1064) 75'/76' Admixture, oz./cwt Min/Max Temp.,OF NT°/NT' Admixture. oz./cwt SAMPLE TYPE&COMPRESSION TEST RESULTS ❑Concrete(ASTM C-39) ®Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.Wgt.Concrete(ASTM C 39) ❑Other: Set of Test Age Total Load Sample Sample Area Compressive LogNo. (Days) Date of Test "Break (Lbs.) Dimensions(In.) (Sq.In.) Strength PSI Tested B Type OBSERVATIONS 4298 7 8/14/08 33,700 3.21x3.28 10.53 3,200 VD ®Samples made by a MTC representative 4299 28 9/4/08 ®Samples picked up by a MTC representative 4300 1 28 9/4/08 ❑Test results comply with applicable specification 4301 H R,Waecieg steel was visually heipeeted and foundt, ®wanply with project plans and pees ❑Reiaiocing steel do es not comply with project plans and pni ficaticam t7albtn of water were added®prior to❑after 12 .o"Wi.g. RE 'D 28 2S00o Refer bmak-`o applicable ASTM for corresponding wc identification, Any Deficiencie(s)Noted: ❑Low 7-Day Break ❑Low 28-Day Break ❑Other REMARKS: Grout was properly consolidated by mechanical vibration.To the best of my knowledge and observation material and workmanship are consistant with approved plans and specs. REPORTED BY: S.Jefferson,WABO Inspector se REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: iwood@kirtlev-cole.com cc: Sblaek&i.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property ofclients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Corporate Office—777 Chrysler Drive o Burlington,WA 98233 a Phone(360)755-1990 a Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 a Phone(360)534-9777 a Fax(360)534-9779 2126 East Bakerview Road,Suite#101 a Bellingham,WA 98226 e Phone(360)647-6061 • Fax(360)647-8111 Website Address: www.mtc-inc.net Rev.7/07 � ^ , * / ' � . � n " - ~ ' / - . � ~- - - - -- —~- ----~-- ---- --- -- -- - - Materials Testing & Consulting, Inc. i RCIRenibei-... Oiie tcst IS ivoi-th R tlioitS!7/l( e-%:I)et-f ol)iiilol7S ** I t Geotechnical Engineering • Special Inspection • Materials Testing ACCREDITED 'flrrlar,Jr.tr,i ,[t-r_mallr'r'+n eerlaf .01366m 8136602 REPORT OF FIELD INSPECTION AND COMPRESSION TEST Report#C 11160 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C. PROJECT#: 08B076 Arlington,WA 98223 DATE CAST: August 5,2008 DATE RECEIVED: August 6,2008 PERMIT#: FIELD DATA Location of Placement: CMU walls gl(1-5)(A-E)elev 0'-3'4"first lift. Sample Location: Truck chute Contractor: Sterling Construction Mix#&Proportions: 1188339 Supplier&Plant: Rinker Everett Cement, lbs. 4640 Quantity Placed,Cu.Yd.: 9 of 13 Flyash, lbs. 420 Delivery Ticket#: 80166230 Water, gals. 2150 lbs Truck#: 5177 Fine Agg., lbs. 16800(a),3.5% Batch Time: 1:06 pm Coarse Agg., lbs. 10460(aD,2.0% Sample Time: 2:17 pm Coarse Agg., lbs. Slump,In.(ASTM C-143)or W/C Ratio: flowable Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): NT Job Spec Admixture, oz./cwt WRA 186 oz Concrete/Ambient Temp.,OF(ASTM C-1064) 760/860 Admixture, oz./cwt Min/Max Temp.,OF °/ ° Admixture, oz./cwt SAMPLE TYPE& COMPRESSION TEST RESULTS ❑Concrete(ASTM C-39) ®Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.Wgt.Concrete(ASTM C-39) ❑Other: Set of Test Age Total Load Sample Sample Area Compressive *Break LogNo. (Days) Date of Test (Lbs.) Dimensions(In.) (Sq.In.) Strength(PSI) Tested By T e OBSERVATIONS 4220 7 8/12/08 29,500 3.300.32 10.96 2,690 TB ®Samples made by a MTC representative 4221 28 9/2/08 ® Samples picked up by a MTC representative 4222 1 28 9/2/08 ❑Test results comply with applicable specification kcwforcing steel was visually rmpated and found k 4223 H ®comply with project plans and yreca ❑ Reinforcing steel does not comply with project plans and spmificadons Gallars ofwater were added ®prior to❑after 30 ."Who 6 REO'D 28 2000 •Rerer to applicable ASTM for corresponding r n i lenti t o is Any Deficiencie(s)Noted: Low 7-Day Break Low 28-Day BreakLJ Other REMARKS: To the best of my knowledge and observation material and workmanship are consistant with plans and specs. REPORTED BY: S.Jefferson,WABO Inspector pn REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblack@ci.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property ofclients,and authorization for publication ofstatements,conclusions or extracls from or regarding our reports is reserved pending our wrilten approval. Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.mtc-inc.net Rev.7/07 a I I �'' NITC Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing REPORT OF EPDXY INSPECTION Report#E 082508 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C. PROJECT#: 08BO76 Arlington,WA 98223 DATE INSPECTED: August 25,2008 PERMIT#: 07-7619 Arlington FIELD DATA ® Shown on plans or specs ElIntentionally omitted during original placement Reason for epoxy inspection: ® Other: Rods shown on 10/S4.4,rebars RFI pending ❑ Re-inspection* ® Needs Engineer's review and acceptance* Product Name: Simpson Set 22 Approved by Engineer: ❑ Yes ❑No Batch#: 16532600 Manufacture Date: Exp. Date or Shelf Life: 08/09 Batch#: Manufacture Date: Exp. Date or Shelf Life: Location: Rebars A.9 (1), 1.8 (A) Hole Depth: 5-1/2" Hole Diameter.: 3/4" Location: Hole Depth: Hole Diameter.: ® Threaded Rod ® Reinforcing Bar ® Holes properly cleaned prior to epoxy installation ® Anchors installed in accordance with manufacturers instructions, specifications, and corresponding evaluation report (ER-1772 *Any Deficiencies Noted: ❑ Engineer's Approval ❑ Other REMARKS: (24) 3/4" x 12" All thread rods, (14)#5 x 30" rebars. To the best of my knowledge materials and workmanship are as per plans and specs, REPORTED BY: C. Hasty, WABO Inspector se REVIEWED BY: Steve Barrie, Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblack@ci.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submilted as the confidential properly ofelients,and authorization for publication ofsrarements,conclusions or extracts from or regarding our reports is reserved pending our written approval, Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.mtc-inc.net Rev.7/07 i ,. `f o � '03 (D ( C: a moo. rn p 00 rA z N °, N O �7 ° O z y0r no Cd ^� H ni o z yz n N rzj a p. �3 �a It> Z co rt yZ � G y r z4 �, �g p y � ,01 'TJ R� > 1-0 �d a a Z .� —° > �o � � d �• o � � z p y rD CD ril �. a O O m r d l Z d tri C'ri H - �, n It � n n > o o d r z °d p M 0 r r `wrD O (D o O �1 U N rEn o Ln (. z Ln Materia - Testing & Consults_ -.g, Inc. Remember— Otte ursl is worth a thousand expx rf opinions Geotechnical Engineering • Special Inspection •Materials Testing 1KCCiRDITEDI tWf�fSIM/N tVWJ�{t0� Ostkaell]IAAI s I,K6AJ REPORT OF FIELD INSPECTION AND COMPRESSION TEST Report#C 10171 CLIENT: Stillaguamish Tribe PROJECT: New Counseling Center ATTN: Jim McKenzie PROJECT ADDRESS: Arlington,WA ADDRESS: PO Box 277 M.T.C. PROJECT#: 08B076 Arlington,WA 98223 DATE CAST: July 1,2008 DATE RECEIVED: July 3,2008 PERMIT#: BLD2008-0135 FIELD DATA Location of Placement: Wall footings and column spread footings of the New Counselding Center building Sample Location: NI building corner Contractor: Superior Concrete Mix#&Proportions: 194414 4.25 sk 3/4 fly Supplier&Plant: Glacier Cement, lbs. Type II 3810 Quantity Placed,Cu.Yd.: 20 of 55.5 Flyash, lbs. 660 lbs Delivery Ticket#: 206842 Water, gals. 136 gal Truck#: 7357 Fine Agg., lbs. old sand 14740 Batch Time: 7:20 am Coarse Agg., lbs. 3/4 17340 Sample Time: 8:25 am Coarse Agg., lbs. Slump,In.(ASTM C-143)or W/C Ratio: 4" Job Spec Coarse Agg., lbs. Air Content, %(ASTM C-231): Job Spec Admixture, oz./cwt Concrete/Ambient Temp.,°F(ASTM C-1064) 74'/60' Admixture, oz./cwt Min/Max TemD.,°F °/ Admixture, oz./ewt SAMPLE TYPE&COMPRESSION TEST RESULTS ®Concrete(ASTM C-39) [:]Grout (ASTM C-1019) ❑Mortar(ASTM C-109) ❑Cubes(ASTM C-1107) ❑Lt.WRt.Concrete(ASTM C-39) ❑Other: Set of Test Age Total Load Sample Sample Area Compressive +Break LogNo. (Days) Date of Test Lbs. Dimensions In. (S .In. Stren th PSI) Tested By Type OBSERVATIONS 3634 7 7/8/08 40,290 4.0 12.56 3,210 VD 2 ® Samples made by a MTC rclamsemative 3635 28 7/29/08 63,790 4.0 12.56 5,080 MB 4 ® Samples picket up by MTC representative 3636 28 7/29/08 58,580 4.0 12.56 4,660 MB 5 ®Test results comply with applicable specification 3637 H ® coRemkxemg steel was visually inW"Ied and found tr r ply%ith pr ject plans and specs ❑Reinforcing steel does not comply with project plans and tpccificalions O Gdns lo ofwater were added 0 prior to❑after _ tanpltng. RE ,D 28 3'000 'Refer to applicable ASTM for corresponding break-break-ime idcritification. Any Deficiencie(s)Noted: ❑Low 7-Day Break ❑Low 28-Day Break ❑Other MTC on site as requested.Concrete placed via pump and consolidated with mechanical vibrator.To the best of my REMARKS: knowledge, workmanship meets plans and specs. R.Bichel,WABO Inspector REPORTED BY: P.Nissle_y,Field Inspector pn REVIEWED BY: Steve Barrie,Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: jwood@kirtley-cole.com cc: sblackAci.arlington.wa.us All results apply only la actual locations and materials tested.Asa mutual protection to clients,the public and ourselves,all reports are submitted as the confidential properly of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval, Corporate Office—777 Chrysler Drive • Burlington,WA 98233 • Phone(360)755-1990 • Fax(360)755-1980 2118 Black Lake Blvd,S.W. • Olympia,WA 98512 • Phone(360)534-9777 • Fax(360)534-9779 2126 East Bakerview Road,Suite#101 • Bellingham,WA 98226 • Phone(360)647-6061 • Fax(360)647-8111 Website Address:www.mtc-inc.net Rev.7/07 Material Testing & Consultilig, Inc. Geotechnical Engineering - Special Inspection -Materials Testing 1 REPORT OF FIELD INSPECTION Rep_ort#F 22924 CLIENT: Stillaguamish Tribe M.T.C. PROJECT#: 08B076 ATTN: Jim McKenzie DATE: July 14,2008 ADDRESS: PO Box 277 PROJECT: New Counseling Center Arlington,WA 98223 PROJECT ADDRESS: Arlington.WA STRUCT. ENGINEER: _ CIVIL ENGINEER: ARCHITECT: Gary Parkinson CONTRACTOR: Kirtley Cole PERMIT NO.: 07-71019 Arlington Inspection Performed: RS,RM Time Onsite: Temp: Any Deficiencies Noted: ❑ Need Engineer's Approval ❑ Other ❑ MTC was on site as requested to inspect the reinforcing steel for the masonry walls. The first course was placed and MTC visually inspected the steel. MTC observed the vertical reinforcing that extends out of the course is 24". The plans call for a 50 bar diameter lap which would be 31.25 inches. MTC notified the contractor of this issue. The grout placement was cancelled. The required lap is present extending out of the footings. REPORTED BY: R.Bichel,WABO Inspector pn REVIEWED BY: Steve Barrie, Technical Director DISTRIBUTION: original:jmckenzie@banksavers.org cc: iwoodna,kirtley-cole.com cc: sblack(aki.arlington.wa.us cc: cc: cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property orclients,and aulhorizalion for publicalion of slalemenls,conclusions or extracts From or regarding our reports is reserved pending our written approval, Corporate Office—777 Chrysler Drive • Burlington,WA 98233 - Phone(360)755-1990 - Fax(360)755-1980 2118 Black Lake Blvd SW e Olympia,WA 98512 - Phone(360)534-9777 - Fax(360)534-9779 2126 East Bakerview Road,Suite#101 - Bellingham,WA 98226 - Phone(360)647-6061 - Fax(360)647-8111 Website Address: www.mtc-inc.net Rev.07/07 L� �vnik , 1 11:1 J.J XJ PE R M!T _ BLS-Building Permit Ver:2008E Prim*y r+--i . OBLD20080147 of l�uTs PARCELS applicant:ISTILLAGUAMISH TRIBE OF INDIANS-STILL/ status.JAPPLIED r r APO address:117014 59TH AVE NE,ARLINGTON post date: 613l2008 PERMITS data screens:I Select Screen.. functions: Select Permit Function... VIEWS r r Add Barlow Remora Reriew Print Close `1 Description 2000 C Buildirtg l CYOUNG 6!1012008 0 Y Rf o';:,,<•r+ i 2008 C-Community Development I 8FECHT 6110/2008 0 Y - - r a• h Done — --- 1 Local htrane — +•1009E - w t�'Start " 419 Permit T rax-LIVE-bf...I ;6 8LD20080147-bfe... tgtp;J/coaweb2jperml...I Inbox-Mcrosoft Outl... RE:cvh rout ng-Nles...I I a g _�� 3a8 PM Tuesday,Jun 03,2008 03:48 PM ;,, �,.� ss• ., Page 1 of 1 Brenda Fecht From: Brenda Fecht Sent: Thursday, August 14, 2008 3:52 PM To: Gus Tararan Cc: Sonya Blacker Subject: RE: the Fire underground line permit Stillaguamish Tribes- BLD20080206 Gus, I have the permit ready but saw your comment that refers us back to the Site Civil comment you made under PWD20080028, Did you resolve the DCDA issue? Is this going to be a field correction? If so, do you mind putting another note for paper tracking sake on the BLD20080206 under your line it's resolved and what the outcome is on that issue. I would ask Chris but he is out today and I didn't want to forget so I'm emailing you both before I call them and tell them it's ready. Thanks, Brenda 1 8/14/2008 1 1 Permit Review Details Permit: BLD20080206 PERMIT'T AX 1000 - P-Cross Conn Premise Isolation Complete? Y 08/08/2008 gtararan 10 See comments of 5/28/08 permit#PWD20080028 Y Total Timo: 10 1026 - P-Utilities Fees Complete? Y 08/12/2008 rshepard 10 no comments Y Total Time: 10 1028 - P-Water Complete? Y 08/05/2008 eanderson 20 No comments Y Total Time: 20 1032- P-Utilities I Complete? Y 08/13/2008 Itaylor 5 No comments Y Total Time: 5 1034 - P-Utilities U Complete? Y 08107/21ri08 gschlagel 10 No Comments Y Total Time: 10 2000 -C-Building I Complete? Y 08/11/2008 sblack 30 Y Total Time: 30 2008-C-Comwr it} (development l Complete? Y 08/12/2008 bfecht 0 ready to issue Y Total Time: 0 3004 - X-Fire Complete? Y 08/04/2008 tcooper 10 1.Per review of Jim Tracy Y Total Time: 10 4000-O-Fire Cc-n sult:int Complete? Y 08/04/2008 arusko 0 sent on 8-4-08 N 08/11/2008 sblack 0 Y Total Time: 0 Total Reviews: 10 Total Time: 95 8/18/2008 3:10:29 PM Page 1 of 1 ,; ;. �Y Permit Review Details , - Permit: PWD20080028 PE;RIN1i 3 1000-P-Cross Conn Premise Isolation Complete? Y 02/29/2008 gtararan 20 An RPBA is required for ce after the meter provide freeze protection per Y City of ArI' gtarr5[andard dra g de If igation system is re etl a DCVA is required. 05/23/2008 rshepard round 3 site civil N 05/28/2008 gtararan 30 The location of the D A it is not acceptable.The amount of unprotected water line servicing Y the fire suppression system(from valve to Backflow)will create a water quality issue in an emergency repair. Per Cross Connection requirements the BFP must be as installed at property line or at the closest distance possible from the main.Resubmit an alternate location for the BFP. 50 Tot e: 1002 -P-Engin erinn omplete? Y 03/27/2008 Irupert 0 no comment Y Total Time: 0 1004-P-Engineering II Complete? Y 04/01/2008 khale 300 Please see attached memo. Y 05/15/2008 Irupert 0 2nd round N 05/15/2008 khale 180 1. The top of the retaining wall is 127.5 yet the top of the curb 3'away is 130.0. It appears Y that the retaining wall will need to be higher than 30"therefore a pedestrian handrail must be placed at the top of the wall. 2. Please adjust grades to reflect a 2.0%cross slope in the parking lot. 3. 3/4 street improvements are required on 170th PL NE. Please update 170th PL NE cross section to reflect the required improvements. 05/23/2008 Irupert 0 3rd round N 06/02/2008 khale 120 Pre-construction meeting 5/30/2008 Y Total Time: 600 1006-P-Engineering III Complete? Y 03/03/2008 tcross 60 1.Red line on plan sheet 1 -Show proposed drainage for wall section and were it will out fall Y to. 2.Sheet 2 detail for 170th PI road section root barrier note arrow wrong location. 3.Trees being proposed along the wall shall be a non-avasive root system as to not effect the drainage or the structural integ;ety of the wall. 04/28/2008 Irupert 0 2nd round N 04/30/2008 tcross 60 Concerned with the discharge of the wall drain going to private property not associated with Y this parcel.This has been a issue for the adjacent property owner Mr.Cal Cornehl during the original development of these parcels.The applicant needs to show how they propose to direct the run off to public system or their own private system.No other comments at this time. 05/23/2008 Irupert 0 3rd round N 06/10/2008 tcross 0 Y 06/16/2008 tcross 60 Met with Jason Woods from Kirtley/Cole Construction and his sub contractor SCE const. N has pot holed the existing storm line that they will be connecting to.They shot the invert elevations and found the storm pipe is.40 higher than the designer had designed the system to be.After looking at the site we discussed raising the entire site.50 to ajust for the grade bust.Jason is going to have the designer redesign the site finish grade to allow the drainage system to function properly. 06/30/2008 Irupert 0 Y Total Time: 180 1012-P-Pre-Treatment Complete? Y 03/11/2008 sboyd 15 No comments. Y 04/29/2008 rshepard 0 round 2 site civil N 05/02/2008 sboyd 10 No comments. Y Total Time: 25 1014- P-Public Works I Complete? Y 04/01/2008 Irupert 0 Y 04/28/2008 Irupert 0 2nd round N 8/14/2008 3:28:18 PM Page 1 of 4 •J ' ' • f BLD20080206 - arusko Page 1 of 1 BLD - Building Permit Ver: 2008B Priority: FN,)--77�71 #BLD20080206 owner: ISTILLAGUAMISH TRIBE OF INDIANS-STII status: JAPPLIED address: 117014 59TH AVE NE, ARLINGTON post date: 8/4/2008 data screens: Select Screen... - functions: I Select Permit Function... lire Sprinkler REVIEWS Add Review Remove Review Print Close71 Review _ Description Assigned To Due Date {#) I Req? Done? I ASSIGN 1026 P-Utilities Fees RSHEPARD 8/18/200 0 Y N 1032 P Utilities I LTAYLOR 8/18/2008 0 ( Y I N �tS:SIt3N 2000 C-Building I CYOUNG 8/18/2008: 0 Y I N 2008 J C-Community Development I I BFECHT 8/18/2008 0 Y__ ` N I A1(3N: 3004 X-Fire TCOOPER 8/18/2008 0 Y I N ASOJOW _ 4000 O-Fire Consultant JTRACY 8/18/2008 0 Y_j N -d881CN � Gd http://coaweb2.arlington.local/pennittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?... 8/4/2008 1 I CITY OF _.ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 ` PHONE:(360)403-3421 Permit #: BLD20080206 BUILDING PERMIT Project Address: 17014 59TH AVE NE, ARLINGTON Parcel No: 31052700202100 �PROPERTY OWNER APPLICANTCONTRACTOR STILLAGUAMISH TRIBE OF INDIANS COMMERCIAL FIRE PROTECTION COMMERCIAL FIRE PROTECTION PO BOX 128 PO BOX 128 PO BOX 128 ARLINGTON,WA 98223 MOUNT VERNON,WA 98273 MOUNT VERNON,WA 98273 Phone: Phone:360.848.9093 LICENSE#:COMMEFPI32MM EXP:12/31/2008 Email: Email:dells, cfire ro.com PLUMBING 1 1 ' MECHANICAL CONTRACTOR Lie#: FaQ Lie#: Ex : JOB DESCRIPTION NEW FIRE SPRINKLER SYSTEM INTERIOR VALUATION: $31,000 PERMIT TYPE:Commercial IPERMIT GROUP:Fire Sprinkler NUMBER OF STORIES:0 ITYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 1 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: EXISTING AREA PROPOSED AREA BASEMENT:0 I ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONT1 REAR SETBACK RE UIRED: PROPOSED: -)REQUIRED: PROPOSED: REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O RE UIRED: PROPOSED. SETBACK NOTES: PERMITAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID y �iwiTr /�'OB I tur Print Name Date R I sed By Date ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED_UBC109/IBC110/IRC110. ARCHIVE APPLICANT =ASSESSOR OTHER i i � �� �. u L ' ' I _ - - i C BLD20080206 CONDITIONS • Lot line stakes must be in place at the time of foundation/setback inspection. • Installation,use and maintenance of equipment and components shall be per manufacturer's specifications, installation instructions,and applicable state codes. Provide manufacture's installation instructions on site for Building Inspector. • Hose Bibbs(exterior faucets)are required to have a permanently affixed anti-siphon device installed. • In addition to the required pressure/relief valve,an approved listed expansion tank shall be installed on all hot water tanks. Per UPC 608. • Type B or L vent connectors required on fuel-burning appliances passing through unheated spaces.Per IMC 803.2 • Obtain Electrical Permit from State Department of Labor&Industries. • Pursuant to UPC 605.2 a water service shutoff shall be installed on the water line as it enters the building. • Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of the building or structure.Check the job card for all required City inspections including final project approval and final occupancy inspections. • Provide combustion air per IMC for commercial and multi-family residential installations,and IRC for one and two-family dwellings. • A pressure regulator valve(PRV)shall be installed near the water shutoff. • Provide 2A:IOB:C portable fire extinguishers at locations as noted on approved plans. • Final Locations of illuminated exit signs&emergency lighting subject to field inspection by the Building Official. • Request final Fire Department Inspection(360)403-3607. • New and existing buildings shall have approved address numbers,building numbers or approved building identification placed in a position that is plainly visible from the street or road fronting the property. Address numbers shall be Arabic numerals or alphabet letters. Numbers shall be legible from the public way,at least 4 inches high with a %inch min.stroke width on a contrasting background. • Call for locates of underground utilities 2 business days prior to any excavation. 1-800-424-5555 • Call for required inspections as noted and prior to backfill. PERMIT FEES Description Fee Amount Paid Balance Due C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $0.00 $0.00 $0.00 Hydro/flush $0.00 $0.00 $0.0o Hydro/flush $346.80 $0.00 $346.80 Consultant inspection $346.80 $0.00 $346.80 C-Building Plan Review Fee $350.51 $0.00 $350.51 Total Due: $1,044.11 $0.00 $1,044.11 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC,)WILL REQUIRE SEPARATE PERMISSION. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe I • � f :! I • C-Equipment-Mechanical • C-Shear Nailing-Exterior • C-Ceiling Grid • C-Framing • C-Wall Insulation/Caulk • C-Sheetrock Nail • C-Building Final • F-Fire Final • C-Underfloor • C-Gas Piping Groundwork -� I "" FIRE SPRINKLER ,?! 1� PERMIT APPLICATION JUL LI' `N6 Department of Community Development rl City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8) SETS OF COMPLETE AND SCALED PLANS, EIGHT (8) SETS OF HYDRALIC CALCULATIONS, EIGHT(8)SETS OF EQUIPMENT SPECIFICATIONS FOR EACH FIRE SPRINKLER PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE.ALSO INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS(POINT TO POINT WIRING),AND ALL OTHER INFORMATION ON ALL EQUIPMENT TO BE INSTALLED PRIOR TO INSTALLATION. Type of Permit: New Fire[Srp�rinkler ( ) Fire Sprinkler Add/Alt ( ) Unde trground Fire Line Project Address: Iin I� T Parcel ID#: 3 I y��-7bbdb-�)_1 Project Valuation: �W Number of Heads: 1�Q Building Area (Scl Ft): Owner: Orn Phone Number: {� Address 2- City: (�, State: Zip Code: `"L(� �� Contact Person: lyn Phone Number: _31�0 Eq� O 3 �} Cell Phone: Fax:BA 0`t� 1 ff l2- E-mail: Woc-Ar[o- Wyv,-) Address T � I - n City:!' a `�� !=5♦ U 6tate: " Zip Code: Oily 2 1,73 Contractor, �y G �� Phone Number: lu� UR 0 Address: 0 Cily:�t d� V ^' 'State: Zip Code: M Z-7,3 Contractor's License Number: c,�fflrn e+ f o z rnt!-Expiration 12 - 51-0 I e ertify that the above information is correct and that the construction on, and the occupancy and the use of the above- scribed p pen,will in accordance with the laws,rules and regulation of the State of Washington. Applicants Sig ature ,^ Date V \ tS Print Applicants Name RECEIVED FOR STAFF USE ONLY AN O tz9t)C9() * Itf- COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—24 Page 1 of 1 5/05 dwa •� �• ti i . , �� it i s — - - — Commercial Fire Protection Inc Transmittal P. O. Box 128 17199 Bennett Road Date: 07-22-2008 Mt.Vernon WA 98273-9789 360 848-9093 License: COMMEFP 132 MM To: City of Arlington JUL 2 g 2008 Project: 2008051 238 N Olympic Ave Stillaguamish Counseling Centr Arlington WA 98223 17014 59th Dr. NE Arlington WA 98223 Prepared By: DELLA ANTSEN Item Quantity Description 8 Plans for Approval&Calcs 1 Head&Backflow Submittal 1 Permit Application Notes RECEIVED AUG 0 4 2008 COA PERMIT CENTER Please sign and date this form as proof that you are in receipt of the above listed items. Return form to Commercial Fire Protection Inc Signed: Date: ;; •}. I . -� � August 8, 2008 TO: Scott Black Department of Community Development City of Arlington Arlington, WA FR: Jim Tracy Code Consultant Tracy III Enterprizes Woodinville, WA RE: Stillaguamish Counseling Center 17014 59th Drive NE Arlington, WA BLD20.080206 PLAN REVIEW AUTOMATIC SPRINKLER SYSTEM We have reviewed the plans and calculations submitted by Commercial Fire Protection of Mt. Vernon, WA. The plan is approved subject to hydrostatic tests and field inspection. For inspections and tests, contact Jim Tracy at 206-940-9622. o?Ni .G i l STILLAGUAMISH COUNSELING CENTER Drawing 1)ate: 06/25/08 7/17/08 7:36 HYDRAULIC DESIGN INFORMATION SHEET Job Name: STILLAGUAMISH COUNSELING CENTER Location: 17014 59th Dr. NE ARLINGTON, WA. Drawing Date: 06/25/08 Remote Area Number: 1 Contractor: Commercial Fire Protection Inc. Telephone:360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: VB Occupancy:IBC B Reviewing Authorities:CITY OF ARLINGTON SYSTEM DESIGN Code:02 NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Oper. 990 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 I Make: TYCO Area per Sprinkler 104 . 0 sq ftl Model : TY-FRB Hose Allowance Inside 0 gpm I K-Factor: 5 .60 Hose Allowance Outside 100 gpm li Temperature Rating: 155 CALCULATION SUMMARY 10 Flowing Outlets gpm Required: 259.1 psi Required: 37.2 C CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test Rated Capacity 0 gpm Static Pressure 93 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi Elevation 0 At a Flow of 3000 gpm Make: Elevation 0" Model : Ii TGAJ � 1 Location: 170TH PL NE & 59TH NE Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 113 Gallons Notes: RECEIVED AUG 0 4 2008 a COA PERMIT CENTER ON 0-5. STILLAGUAMISR COUNSELING CENTER Drawing Date:06125108 7/17/08 7:36 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 159 26.2 psi 2 2-1/2" Grvd 90 Ell 12 ' 120 2 .469 159 1.1 1 Pipe 2%" 10x21 CSC Grvd 12 ' 120 4 .260 159 0 . 1 Total Loss for TO SYSTEM 1.1 psi 1 2%" Grvd Back Flow Valve Wilkins 113 CHART LOSS 159 7.6 Elevation Change 310" 1.3 Total Loss for THRU RISER 8.9 psi Hydr Ref R1 Required at AT BASE OF RISER 159 36.2 psi 5 4" MJ 90 Ell 50 ' 120 4 . 026 159 0 .4 1 Pipe 4" DIx18 Cl 350 160 ' 140 6 .338 159 0 .1 1 4" MJ Tee 20 ' 120 4. 026 159 0 .2 2 4" MJ 90 Ell 20 ' 120 4 . 026 159 0 .2 1 4"Gate Valve 0 ' 0 4 . 026 159 0 . 0 Fixed Flow Outside Hose Allow. 0 gpm Fixed Flow OUTSIDE HOSE 100 gpm Total Loss for THRU UNDG 0.9 psi Hydr Ref R2 Required at CITY CONN 259 37.2 psi Water Source 93 . 0 psi static, 20 . 0 psi residual @ 3000 gpm 259 gpm 92.2 psi SAFETY PRESSURE 55.1 psi Available Pressure of 92.2 psi Exceeds Required Pressure. of 37 .2 psi This is a safety margin of 55.1 psi or 60 % of Supply Maximum Water Velocity is 11. 1 fps i _ I i i i ,� STILLAGUAMISH COUNSELING CENTEix Drawing Date:06/25/08 7/17/08 7:36 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1.85 / IDA4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations i STILLAGUAMISH COUNSELING CENT1x Drawing Date: 06125108 7/17/09 7:.36 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSIA3z) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 11. 94 6 . 8 1S 8. 00 5 .60 8 . 0 15 .8 14 .8 0.15 2 11. 94 6 . 7 2S 8. 00 5 . 60 7 . 9 15. 8 14 .8 0 . 15 3 11. 94 6 . 8 3S 8 .00 5. 60 8 . 0 15.8 14 . 8 0. 15 4 11. 94 7 .2 4S 8. 00 5. 60 8 .4 16.2 14 . 8 0 .16 5 12 .30 6. 6 5S 8. 00 5 . 60 7 . 7 15 . 6 14 . 8 0 .15 6 12 .30 6 . 6 6S 8 .00 5. 60 7 . 7 15.6 14 . 8 0.15 7 12.30 6 .2 7S 8. 00 5 . 60 7 . 5 15.4 14 . 8 0 .23 8 12.30 7 .2 8S 8. 00 5 . 60 8 .3 16. 1 14 . 8 0.24 9 12 .30 5 . 6 9S 8 . 00 5.60 7 . 0 14. 8 14 . 8 0.17 10 12 .82 9 . 1 10S 8. 00 5.60 10 .4 18 . 1 14 . 8 0 .21 38 11. 94 7 . 7 39 11. 94 7 . 2 40 11. 94 7 .2 41 11. 94 7 .2 42 12 .30 6 . 8 43 12 .30 6 . 6 44 12.30 5 . 8 50 12. 82 10 .4 A4 12. 87 17 . 6 A5 13 .34 17 .4 A6 13 . 69 17 .3 A7 12 .58 18 .2 B1 11. 94 11 . 6 B2 12.30 11 . 6 B3 12 . 82 12 . 1 B4 13 .21 12 . 7 B5 13 . 63 13 . 6 C1 12 .30 8 .2 C2 12 . 82 10 .4 C3 13 .21 12 . 0 C4 13 .63 13 . 1 C5 13 . 69 16 . 0 D1 13 .34 16 . 5 W 3 . 00 26 .2 Max velocity of 11. 12 occurs in the pipe from C1 TO C2 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. s STILLAGUAMISH COUNSELING CENTER Drawing Date:06/25/08 7/17/08 7:36 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH) 14 . 82 1. 049 lE 4 . 30 7 . 0 7 . 0 K = 5 .60 9S C=120 2 . 00 -1 . 9 0 . 0 14 . 82 0 . 075 6.30 0 . 5 7. 0 Vel = 5 .55 1. 049 1E 0. 76 5 . 6 5 . 6 EqK = 6 .26 9 C=120 2 . 00 0 . 0 0 . 0 14 . 82 0 . 075 2 . 76 0 .2 5 . 6 Vel = 5 .55 1. 049 1T 6. 03 5 . 8 5. 8 44 C=120 5 . 00 0 . 0 0 . 0 14 . 82 0. 075 11. 03 0 . 8 5 . 8 Vel = 5.55 17 . 77 1.442 1T 15. 52 6 .6 6. 6 43 C=120 7 .43 0 . 0 0 . 0 See PATH 7 32 .58 0. 068 22 . 95 1 . 6 6 . 6 Vel = 6.46 23 .48 1.442 12 . 95 8 .2 8 .2 Cl C=120 0 . 00 -0 .2 0 . 0 See PATH 4 56 . 06 0 . 186 12 . 95 2 .4 8 .2 Vel = 11. 12 -0 . 93 1.442 9. 83 10 .4 10 .4 C2 C=120 0 . 00 -0 .2 0 . 0 See PATH 11 55 . 13 0 . 180 9. 83 1. 8 10 .4 Vel = 10. 94 -10 .30 1.442 10 . 54 12 .0 12 . 0 C3 C=120 0 . 00 -0 .2 0 . 0 See PATH 12 44 . 83 0 . 123 10 . 54 1 .3 12 . 0 Vel = 8.89 -8 . 08 1.442 6E 12 . 53 13 . 1 13 . 1 C4 C=120 22 . 30 -0 .0 0 . 0 See PATH 13 36 . 75 0 . 085 34 . 83 3 . 0 13 . 1 Vel = 7.29 -13 .84 1.442 7 . 91 16. 0 16 . 0 C5 C=120 0 . 00 0 .2 0 . 0 See PATH 14 22 . 91 0 . 036 7 . 91 0 .3 16 . 0 Vel = 4.55 -11 . 07 1.442 2T 76 .43 16 .5 16 . 5 D1 C=120 14 . 86 0 . 0 0 . 0 See PATH 15 11 . 84 0 . 010 91 .29 1 . 0 16 .5 Vel = 2 .35 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) �, .. � n 1 STILLAGUAMISH COUNSELING CENTER Drawing Date: 06125108 7/I7/08 7:36 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH) 11.07 2 . 157 7 .91 17 .4 17 .4 A5 C=120 0 . 00 -0.2 0. 0 See PATH 15 22 .91 0 . 005 7 . 91 0. 0 17 .4 Vel = 2 . 03 13 .84 2 . 157 3E 5 .26 17.3 17 .3 A6 C=120 1T 30 . 77 0 .5 0. 0 See PATH 14 36.75 0 . 012 36 . 03 0 .4 17.3 Vel = 3 .26 122 .32 2 . 635 2E 23 .37 18 . 2 18 .2 A7 C=120 1T 32 .95 4 . 1 0. 0 See PATH 2 159.08 0 . 068 56 .32 3 .8 18 .2 Vel = 9 .45 W 159. 08 26 .2 K = 31 . 07 PATH 2 FROM HYDRAULIC REFERENCE 7 TO A7 15 .35 1. 049 lE 4 .30 7.5 7.5 K = 5 .60 7S C=120 2 . 00 -1. 9 0 .0 15.35 0 . 080 6.30 0 . 5 7.5 Vel = 5.76 1. 049 1T 3 .00 6.2 6.2 EqK = 6 . 19 7 C=120 5 . 00 0. 0 0 .0 15.35 0 . 080 8 .00 0 . 6 6.2 Vel = 5 .76 13 .35 1.442 7. 99 6 . 8 6.8 42 C=120 0 . 00 0 . 0 0 .0 See PATH 6 28 .70 0 . 054 7 . 99 0 .4 6.8 Vel = 5.69 16. 11 1 .442 1T 28 . 02 7 .2 7 .2 EqK = 5 .99 8 C=120 7 .43 0 . 0 0 . 0 44 .82 0 . 123 35 .45 4 .4 7.2 Vel = 8 .89 40 . 11 2 . 157 12 .95 11. 6 11. 6 B2 C=120 0 .00 -0 .2 0 . 0 See PATH 3 84 . 93 0 . 056 12 .95 0 . 7 11. 6 Vel = 7.53 19 . 02 2 . 157 9. 83 12 . 1 12 . 1 B3 C=120 0 . 00 -0 .2 0 .0 See PATH 9 103 . 95 0 . 082 9. 83 0 . 8 12 . 1 Vel = 9.22 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) STILLAGUAMISA COUNSELING CENTER Drawing Date: 06/25/08 7/17/08 7:36 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 7 TO A7 CONTINUED 10 .30 2 . 157 10 . 54 12 . 7 12 . 7 B4 C=120 0 . 00 -0 .2 0. 0 See PATH 12 114 .25 0 . 098 10 . 54 1. 0 12 .7 Vel = 10 .13 8 .08 2 . 157 3E 7 . 16 13 . 6 13 . 6 B5 C=120 1T 30 . 77 0 .5 0. 0 See PATH 13 122 .32 0 . 111 37 . 92 4.2 13 . 6 Vel = 10 .85 A7 122 .32 18 .2 K = 28.65 16 .11 1. 049 1T 4 .30 8 .3 8 .3 K = 5.60 8S C=120 5 . 00 -1.9 0 . 0 16 . 11 0 . 087 9 .30 0. 8 8 .3 Vel = 6.04 8 16 .11 7.2 K = 5.99 PATH 3 FROM HYDRAULIC REFERENCE 2 TO B2 15 .77 1. 049 lE 3 . 94 7 . 9 7 . 9 K = 5.60 2S C=120 2 . 00 -1.7 0 . 0 15 .77 0 . 084 5 . 94 0. 5 7. 9 Vel = 5.91 1. 049 1T 0 . 63 6.7 6.7 EqK = 6.08 2 C=120 5 . 00 0. 0 0. 0 15 .77 0 . 084 5. 63 0. 5 6. 7 Vel = 5. 91 -7. 67 1.442 9.87 7 .2 7 .2 40 C=120 0 .00 0 . 0 0 . 0 See PATH 10 8 . 09 0 . 005 9.87 0. 1 7.2 Vel = 1.61 15 . 81 1.442 11.66 7.2 7.2 39 C=120 0.00 0. 0 0 . 0 See PATH 5 23 . 91 0 . 038 11.66 0.4 7.2 Vel = 4.74 16 .21 1.442 1T 31. 77 7 .7 7. 7 38 C=120 7 .43 0. 0 0 . 0 See PATH 8 40 . 11 0 . 100 39 .20 3 . 9 7 . 7 Vel = 7.96 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i �, s STILLAGUAMISH COUNSELING CENTt,R Drawing Date: 06/25/08 7/17/08 7:36 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 2 TO B2 CONTINUED 2 . 157 8 . 93 11 . 6 11. 6 B1 C=120 0 . 00 -0 .2 0 . 0 40 .11 0 . 014 8 . 93 0 . 1 11. 6 Vel = 3 .56 B2 40 . 11 11. 6 K = 11.79 PATH 4 FROM HYDRAULIC REFERENCE 1 TO Cl 15 .81 1. 049 lE 3 .94 8 . 0 8 . 0 K = 5.60 1S C=120 2.00 -1.7 0 . 0 15 .81 0 . 084 5.94 0 . 5 8 . 0 Vel = 5 .92 1. 049 1T 0 . 63 6 . 8 6. 8 EqK = 6.08 1 C=120 5. 00 0 . 0 0 . 0 15 .81 0 . 084 5.63 0 . 5 6 . 8 Vel = 5. 92 7 .67 1 .442 1T 22 . 81 7.2 7. 2 41 C=120 7 .43 -0 .2 0 . 0 See PATH 10 23 .48 0 . 037 30 .24 1 .1 7 .2 Vel = 4 .66 C1 23 .48 8 .2 K = 8 .20 PATH 5 FROM HYDRAULIC REFERENCE 3 TO 39 15 .81 1 . 049 lE 3 . 94 8 . 0 8 . 0 K = 5 .60 3S C=120 2 . 00 -1. 7 0 . 0 15 .81 0 . 084 5. 94 0 . 5 8 . 0 Vel = 5. 93 1. 049 1T 0 . 63 6.8 6 . 8 EqK = 6.08 3 C=120 5. 00 0 . 0 0 . 0 15 .81 0 . 084 5. 63 0 .5 6. 8 Vel = 5 .93 39 15 . 81 7 .2 K = 5.88 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i STILLAGUAMISE COUNSELING CENTER Drawing Date: 06125108 7/17/08 7:36 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 6 TO 42 15 . 56 1.049 1T 4 . 30 7 . 7 7 . 7 K = 5.60 6S C=120 5 . 00 -1. 9 0 . 0 15 . 56 0 . 082 9.30 0 . 8 7 . 7 Vel = 5 .83 1.442 14 . 00 6. 6 6 . 6 EqK = 6 .05 6 C=120 0. 00 0 . 0 0 . 0 13 .35 0 . 013 14 . 00 0.2 6. 6 Vel = 2 .65 42 13 .35 6 . 8 K = 5 .12 PATH 7 FROM HYDRAULIC REFERENCE 6 TO 43 15 .56 1 . 049 1T 4 .30 7. 7 7 . 7 K = 5.60 6S C=120 5. 00 -1. 9 0 . 0 15 . 56 0 . 082 9.30 0 . 8 7 .7 Vel = 5.83 1.442 10 . 00 6. 6 6 . 6 EqK = 6. 05 6 C=120 0 . 00 0 . 0 0 . 0 2 .21 0 . 000 10 . 00 0 . 0 6 . 6 Vel = 0.44 15 .56 1 .442 0 . 90 6 .6 6 . 6 EqK = 6. 05 5 C=120 0. 00 0 . 0 0 . 0 17 . 77 0 . 022 0 . 90 0 . 0 6. 6 Vel = 3 .52 43 17 . 77 6. 6 K = 6. 90 15 .56 1. 049 1T 4 .30 7 . 7 7 .7 K = 5.60 5S C=120 5 . 00 -1. 9 0 . 0 15 . 56 0 . 082 9.30 0 . 8 7.7 Vel = 5.83 5 15 . 56 6. 6 K = 6.05 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Y . e S i STILLAGUAMISH COUNSELING CEN7r;R Drawing Date: 06125108 7/17/08 7:36 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 8 FROM HYDRAULIC REFERENCE 4 TO 38 16.21 1. 049 lE 3 . 94 8 .4 8 .4 K = 5 .60 4S C=120 2 . 00 -1 . 7 0 . 0 16 .21 0 . 088 5. 94 0 .5 8 .4 Vel = 6 .08 1. 049 1T 0 . 63 7.2 7.2 EqK = 6 .04 4 C=120 5 . 00 0 . 0 0 . 0 16 .21 0 . 088 5 .63 0 . 5 7.2 Vel = 6 .08 38 16 .21 7 . 7 K = 5 .85 PATH 9 FROM HYDRAULIC REFERENCE 10 TO B3 18 . 09 1 .049 lE 4 . 82 10 .4 10 .4 K = 5 .60 10S C=120 2 . 00 -2 . 1 0. 0 18 . 09 0 . 108 6.82 0 . 7 10 .4 Vel = 6 .78 1.049 1T 7 .09 9. 1 9. 1 EqK = 6 .00 10 C=120 5 .00 0 . 0 0. 0 18 . 09 0 . 108 12 .09 1. 3 9. 1 Vel = 6 .78 0 . 93 1.442 1T 60 .15 10.4 10.4 50 C=120 7 .43 -0 . 0 0.0 See PATH 11 19 . 02 0 . 025 67 .58 1. 7 10 .4 Vel = 3 .77 B3 19 . 02 12 . 1 K = 5 .47 PATH 10 FROM HYDRAULIC REFERENCE 40 TO 41 7 .67 1 .442 9.25 7 .2 7 .2 40 C=120 0 . 00 0. 0 0 . 0 See PATH 3 7 .67 0 . 005 9 .25 0 . 0 7 .2 Vel = 1 .52 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i 1 1 y, t �: s STILLAGUAMISH COUNSELING CENTER Drawing Date: 06/25/08 7/17/08 7:36 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 41 7 .67 7 . 2 K = 2 . 85 PATH 11 FROM HYDRAULIC REFERENCE C2 TO 50 0 . 93 1 .442 1T 16 .28 10 .4 10 .4 C2 C=120 7 .43 0 . 0 0 . 0 See PATH 1 0 .93 0 . 000 23 . 71 0 . 0 10 .4 Vel = 0.19 50 0 . 93 10 .4 K = 0.29 PATH 12 FROM HYDRAULIC REFERENCE C3 TO B4 10 .30 1 .442 2T 76 .43 12 . 0 12 . 0 C3 C=120 14 .86 0 . 0 0 . 0 See PATH 1 10 .30 0 . 008 91.29 0 . 7 12 . 0 Vel = 2. 04 B4 10 .30 12 . 7 K = 2 .89 PATH 13 FROM HYDRAULIC REFERENCE C4 TO B5 8 . 08 1 .442 2T 76.43 13 . 1 13 . 1 C4 C=120 14 .86 0 . 0 0 . 0 See PATH 1 8 . 08 0 . 005 91.29 0 . 5 13 . 1 Vel = 1. 60 B5 8 . 08 13 . 6 K = 2 .19 PATH 14 FROM HYDRAULIC REFERENCE C5 TO A6 13 .84 1 .442 2T 76 .43 16 . 0 16 . 0 C5 C=120 14 .86 0 . 0 0 . 0 See PATH 1 13 . 84 0 . 014 91 .29 1 .3 16. 0 Vel = 2. 75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I i r I k STILLAGUAMISA COUNSELING CENTER Drawing Date: 06125108 7/17/08 7:36 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "Cif TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A6 13 .84 17.3 K = 3 .33 PATH 15 FROM HYDRAULIC REFERENCE D1 TO A5 11.07 1.442 2T 86. 95 16.5 16. 5 Dl C=120 14 . 86 0 .2 0 . 0 See PATH 1 11 .07 0 . 009 101 .81 0 .9 16.5 Vel = 2 .20 2 . 157 10 . 52 17.6 17 . 6 A4 C=120 0 . 00 -0 .2 0 . 0 11.07 0. 001 10 .52 0. 0 17 .6 Vel = 0 . 98 A5 11 .07 17 .4 K = 2 .65 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 I � ■ i 2 \ kk cc o / k / / f \ . E E .- .- co ca. U) m aooaa ace- m \ $ \/ w — / ƒ L2 � 2 \ / / �_ @ 2 / CY) / � E L 2 2E / I . \ / k k n 06 ) k \ § c k $ I I � \ ¥ _ - 2 G § $ 0 mWLL0 -1 \ � & @ % I - -- 0 • — - U E z o \ o Cl) Z _ O U o L E \z < o z cc — \ £ o � Fn o 2 U') � � 2o \ f $ ƒ 9 \ / / 2 ? \ r � STILI0GUAMISR COUNSELING CENTER Drawing Date: 06/25/08 7/I7/08 7:.37 HYDRAULIC DESIGN INFORMATION SHEET Job Name: STILLAGUAMISH COUNSELING CENTER Location: 17014 59th Dr. NE ARLINGTON, WA. Drawing Date: 06/25/08 Remote Area Number: 2 Contractor: Commercial Fire Protection Inc. Telephone: 360-848-9093 PO Box 128 Mt Vernon, WA Designer: krk Calculated By:SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: VB Occupancy: IBC B Reviewing Authorities:CITY OF ARLINGTON SYSTEM DESIGN Code: 02 NFPA 13 Hazard:LIGHT System Type:WET Area of Sprinkler Oper. 979 sq ft Sprinkler or Nozzle Density (gpm/sq ft) 0 . 100 1 Make: TYCO Area per Sprinkler 139. 0 sq ft Model: TY-FRB Hose Allowance Inside 0 gpm K-Factor: 5 . 60 Hose Allowance Outside 100 gpm Temperature Rating: 200 CALCULATION SUMMARY 7 Flowing Outlets gpm Required: 213 .7 psi Required: 37.4 @ CITY CONN WATER SUPPLY Water Flow Test Pump Data Date of Test Rated Capacity 0 gpm Static Pressure 93 . 0 psi Rated Pressure 0 . 0 psi Residual Pres 20 . 0 psi Elevation 0 At a Flow of 3000 gpm I Make: Elevation 0" Model : i Location: 170TH PL NE & 59TH NE Source of Information: CITY OF ARLINGTON SYSTEM VOLUME 113 Gallons Notes: Ctrw RECEIVED °gaLad AUG 0 4 2008 rd 39107- COA PERMIT CENTER &-lbab686a6 �" i i � .� .� _,v.,,, ���3;��� ,�� i � �^� �'I'I��a �iM���� STILLAGUAMISH COUNSELING CENTER Drawing Date: 06125108 7/I7/08 7:37 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 114 27. 1 psi 2 2-1/2" Grvd 90 Ell 12 ' 120 2 .469 114 0. 6 1 Pipe 2�" 10x21 CSC Grvd 12 ' 120 4 .260 114 0. 0 Total Loss for TO SYSTEM 0. 6 psi 1 2M" Grvd Back Flow Valve Wilkins 113 CHART LOSS 114 7. 9 Elevation Change 310" 1.3 Total Loss for THRU RISER 9.2 psi Hydr Ref R1 Required at AT BASE OF RISER 114 36. 9 psi 5 4" MJ 90 Ell 50 ' 120 4 . 026 114 0.2 1 Pipe 4" DIx18 C1 350 160 ' 140 6.338 114 0. 1 1 4" MJ Tee 20 ' 120 4 . 026 114 0. 1 2 4" MJ 90 Ell 20 ' 120 4 . 026 114 0. 1 1 4"Gate Valve 0 ' 0 4 . 026 114 0. 0 Fixed Flow Outside Hose Allow. 0 gpm Fixed Flow OUTSIDE HOSE 100 gpm Total Loss for THRU UNDG 0.5 psi Hydr Ref R2 Required at CITY CONN 214 37 .4 psi Water Source 93 . 0 psi static, 20 . 0 psi residual @ 3000 gpm 214 gpm 92.4 psi SAFETY PRESSURE 55.1 psi Available Pressure of 92 .4 psi Exceeds Required Pressure of 37.4 psi This is a safety margin of 55.1 psi or 60 % of Supply Maximum Water Velocity is 12 .5 fps i STILLAGUAMISH COUNSELING CENTER Drawing Date: 06/25/08 7/17/08 7:37 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) A1. 85 / IDA4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x QA2/IDA4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations STILLAGUAMISR COUNSELING CENTER Drawing Date:06/25/08 7/I7/08 7:37 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI�M) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 5 12.30 20 .7 6 12 .30 20 .7 8 12 .30 20 .7 20 11.52 6.8 20S 8. 00 5 . 60 7.9 15 .7 14 . 8 0 . 11 21 11.52 7.0 21S 8. 00 5 . 60 8 . 0 15 . 9 14. 8 0 . 11 22 11.52 7.7 22S 12.57 5 . 60 7. 0 14 .8 14. 8 0 . 11 23 11.52 9 .6 23S 12.57 5 . 60 8 .8 16 .6 14. 8 0 . 12 24 12. 06 8 .1 24S 8. 00 5 . 60 9.2 17 . 0 14. 8 0 . 16 25 12. 06 8 .3 25S 8. 00 5. 60 9.4 17 .2 14. 8 0 .34 26 12. 06 9.7 26S 13 . 13 5. 60 8 .7 16 .5 14 . 8 0. 12 30 11. 52 10. 1 31 11. 52 8 . 1 32 11. 52 7.4 33 11. 52 7.3 34 12 . 06 9. 0 35 12 . 06 8 . 8 38 11. 94 20.8 39 11. 94 20 . 8 40 11. 94 20.8 41 11.94 20 .8 42 12 .30 20 .7 43 12 .30 20. 7 50 12 .82 20 .4 Al 11.52 15 .2 A2 12 . 06 15 .5 A3 12 .27 15 .9 A4 12 . 87 17.2 A5 13 .34 17.8 A6 13 . 69 18 .2 A7 12. 58 20 .9 B1 11. 94 20 .9 132 12.30 20 .7 B3 12. 82 20 .5 B4 13 .21 20 .3 B5 13 .63 20 .2 C1 12.30 20 .6 C2 12 . 82 20.4 C3 13 .21 20 .1 C4 13 . 63 19.7 C5 13 . 69 18 .3 D1 13 .34 18 .2 W 3 . 00 27 .1 Max velocity of 12 . 51 occurs in the pipe from 30 TO Al Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. 1 � .. r i! STILLAGUAMISR COUNSELING CENTER Drawing Date: 06125108 7/17/08 7:37 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF licit TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH) 15 .74 1. 049 lE 3 .52 7 . 9 7 . 9 K = 5. 60 20S C=120 2 . 00 -1 . 5 0 . 0 15 .74 0 . 084 5 . 52 0 . 5 7. 9 Vel = 5. 90 1. 049 1T 0 . 57 6. 8 6 . 8 EqK = 6. 02 20 C=120 5. 00 0 . 0 0 . 0 15 .74 0 . 084 5 .57 0 . 5 6 . 8 Vel = 5 . 90 1.442 8 . 00 7 .3 7 . 3 33 C=120 0 . 00 0 . 0 0 . 0 15 . 74 0 . 018 8 . 00 0 . 1 7 .3 Vel = 3 . 12 15 .86 1.442 10 .26 7 .4 7 .4 32 C=120 0 . 00 0 . 0 0 . 0 See PATH 2 31. 60 0 . 064 10 .26 0 . 7 7 .4 Vel = 6. 27 14 . 82 1.442 15 . 00 8 . 1 8 . 1 31 C=120 0 . 00 0 . 0 0 . 0 See PATH 3 46.41 0 . 131 15 . 00 2 . 0 8 . 1 Vel = 9. 21 16 .63 1.442 1T 14 . 93 10 . 1 10 .1 30 C=120 7 .43 0 . 0 0 . 0 See PATH 6 63 . 04 0 .231 22 .36 5 .2 10 . 1 Vel = 12. 51 2 . 157 14 . 31 15 .2 15 .2 Al C=120 0 . 00 -0 .2 0 . 0 63 . 04 0 . 033 14 .31 0 . 5 15 .2 Vel = 5. 59 50 . 70 2 . 157 5.40 15 . 5 15.5 A2 C=120 0 . 00 -0 . 1 0 . 0 See PATH 4 113 . 74 0 . 097 5.40 0 . 5 15 .5 Vel = 10 . 08 2 . 157 15 . 81 15 . 9 15 . 9 A3 C=120 0 . 00 -0 .3 0 . 0 113 . 74 0 . 097 15. 81 1. 5 15 . 9 Vel = 10. 08 -12 .88 2 . 157 10 . 52 17.2 17 .2 A4 C=120 0 . 00 -0 .2 0 . 0 See PATH 7 100 . 87 0 . 078 10 . 52 0 . 8 17 .2 Vel = 8. 94 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) STILLAGUAMISR COUNSELING CENTER Drawing Date:06/25/08 7/17/08 7:37 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH) -7 .68 2 . 157 7 . 91 17 .8 17.8 A5 C=120 0 . 00 -0 .2 0 . 0 See PATH 8 93 . 19 0 . 067 7. 91 0 .5 17 . 8 Vel = 8.26 -4 .00 2 . 157 3E 5 .26 18 .2 18 .2 A6 C=120 1T 30 . 77 0 .5 0 . 0 See PATH 9 89. 19 0 . 062 36. 03 2 .2 18 .2 Vel = 7.91 24 . 56 2 .635 2E 23 .37 20 . 9 20 . 9 A7 C=120 1T 32 . 95 4 . 1 0 . 0 See PATH 7 113 . 74 0 . 037 56.32 2 . 1 20 . 9 Vel = 6.76 W 113 . 74 27 .1 K = 21.86 PATH 2 FROM HYDRAULIC REFERENCE 21 TO 32 15 . 86 1.049 lE 3 .52 8 .0 8 . 0 K = 5.60 21S C=120 2 . 00 -1.5 0 . 0 15 . 86 0. 085 5 . 52 0.5 8 . 0 Vel = 5.95 1. 049 1T 0 . 57 7.0 7 . 0 EqK = 6.01 21 C=120 5 . 00 0 .0 0 . 0 15 . 86 0. 085 5 . 57 0.5 7 . 0 Vel = 5.95 32 15 . 86 7.4 K = 5.82 PATH 3 FROM HYDRAULIC REFERENCE 22 TO 31 14 . 82 1. 049 lE 1. 05 7. 0 7 . 0 K - 5.60 22S C=120 2 . 00 0 .5 0 . 0 14 . 82 0 . 075 3 . 05 0 .2 7 . 0 Vel = 5.55 1. 049 1T 0 .50 7.7 7 . 7 EqK = 5.34 22 C=120 5 . 00 0 .0 0 . 0 14 . 82 0 . 075 5 . 50 0 .4 7 . 7 Vel = 5 . 55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i i i f STILLAGUAMISH COUNSELING CENTER Drawing Date:06125108 7/17/08 7:37 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C11 TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 31 14 . 82 8 . 1 K = 5 .21 PATH 4 FROM HYDRAULIC REFERENCE 24 TO A2 17.01 1. 049 lE 4. 06 9 .2 9.2 K = 5 .60 24S C=120 2 . 00 -1. 8 0 . 0 17 . 01 0 . 096 6. 06 0 . 6 9.2 Vel = 6 .38 1. 049 1T 2 . 79 8 .1 8 . 1 EqK = 6 .00 24 C=120 5 . 00 0 . 0 0 . 0 17 .01 0. 096 7. 79 0 .8 8 . 1 Vel = 6 .38 1.442 8 .34 8 . 8 8 . 8 35 C=120 0. 00 0 . 0 0 . 0 17. 01 0 . 020 8 . 34 0 .2 8 . 8 Vel = 3 .38 17 . 19 1.442 9. 59 9 . 0 9. 0 34 C=120 0. 00 0 . 0 0. 0 See PATH 5 34 .21 0 . 075 9. 59 0 . 7 9. 0 Vel = 6.79 16 .50 1.442 1T 29. 93 9 .7 9. 7 EqK = 5 .30 26 C=120 7.43 0 . 0 0. 0 50 .70 0 . 154 37.36 5 . 8 9. 7 Vel = 10 . 06 A2 50 .70 15 . 5 K = 12 .90 16.50 1. 049 1T 1. 06 8 . 7 8 . 7 K = 5.60 26S C=120 5. 00 0 .5 0 . 0 16 .50 0 . 091 6.06 0 . 6 8 . 7 Vel = 6. 18 26 16.50 9. 7 K = 5.30 PATH 5 FROM HYDRAULIC REFERENCE 25 TO 34 17 . 19 1. 049 lE 4. 06 9.4 9.4 K = 5.60 25S C=120 2 . 00 -1.8 0 . 0 17. 19 0 . 098 6. 06 0 .6 9.4 Vel = 6.45 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) I I 1 I STILLAGUAMISH COUNSELING CENTER Drawing Date: 06125109 7/17/08 7:37 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe PV ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 25 TO 34 CONTINUED 1. 049 1T 2 .27 8 . 3 8 .3 EqK = 5 . 98 25 C=120 5 . 00 0 . 0 0 . 0 17 . 19 0 . 098 7 .27 0 . 7 8 . 3 Vel = 6 .45 34 17 . 19 9. 0 K = 5 .74 PATH 6 FROM HYDRAULIC REFERENCE 23 TO 30 16 .63 1. 049 lE 1. 05 8 .8 8 . 8 K = 5 .60 23S C=120 2 . 00 0 . 5 0 . 0 16 . 63 0.092 3 . 05 0 .3 8 . 8 Vel - 6.23 1.049 1T 0 .50 9. 6 9. 6 EqK = 5 .38 23 C=120 5. 00 0 . 0 0 . 0 16 .63 0 . 092 5.50 0 . 5 9. 6 Vel = 6 .23 30 16 .63 10 . 1 K = 5.24 PATH 7 FROM HYDRAULIC REFERENCE A4 TO A7 12 . 88 1.442 2T 86. 95 17 .2 17 .2 A4 C=120 14 . 86 -0 .2 0 . 0 See PATH 1 12 . 88 0 .012 101. 81 1.2 17 .2 Vel = 2 .55 7 . 68 1.442 7 . 91 18 .2 18 .2 D1 C=120 0 . 00 -0 .2 0 . 0 See PATH 8 20 .55 0 . 029 7 . 91 0 .2 18 .2 Vel = 4.08 4 . 00 1.442 6E 12 .53 18.3 18 .3 C5 C=120 22 .30 0.0 0 . 0 See PATH 9 24 .56 0 .040 34 . 83 1.4 18 .3 Vel = 4 .87 -8 . 11 1.442 10 . 54 19 . 7 19. 7 C4 C=120 0 . 00 0 .2 0 . 0 See PATH 10 16 .45 0 . 019 10 .54 0 .2 19. 7 Vel = 3 .26 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i I i STILLAGUAMISA COUNSELING CENTER Drawing Date: 06125108 7/17/08 7:37 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE A4 TO A7 CONTINUED -5 .65 1.442 9. 83 20 . 1 20 . 1 C3 C=120 0 . 00 0 .2 0 . 0 See PATH 11 10 .80 0 . 009 9. 83 0 . 1 20 . 1 Vel = 2. 14 -4 .26 1.442 12 .95 20 .4 20 .4 C2 C=120 0 .00 0 .2 0 . 0 See PATH 12 6.53 0 . 003 12 .95 0 . 0 20 .4 Vel = 1.30 -3 .17 1.442 1T 15 .52 20 . 6 20 . 6 Cl C=120 7 .43 0 . 0 0 . 0 See PATH 13 3 .36 0 . 001 22 . 95 0 . 0 20 . 6 Vel = 0. 67 1.442 0 . 90 20 . 7 20 . 7 43 C=120 0 . 00 0 . 0 0 . 0 3 .36 0 . 001 0 . 90 0 . 0 20 . 7 Vel = 0. 67 1.442 10 . 00 20 .7 20 . 7 5 C=120 0 . 00 0 . 0 0 . 0 3 .36 0 .001 10 . 00 0 . 0 20 . 7 Vel = 0. 67 1.442 14 . 00 20 .7 20 . 7 6 C=120 0 .00 0 . 0 0 . 0 3 .36 0 .001 14 . 00 0 . 0 20 . 7 Vel = 0 . 67 1.442 7 . 99 20 . 7 20 . 7 42 C=120 0 . 00 0 . 0 0 . 0 3 .36 0. 001 7. 99 0 . 0 20 . 7 Vel = 0. 67 1.442 1T 28 .02 20 . 7 20 .7 8 C=120 7.43 0 . 0 0 . 0 3 .36 0 . 001 35 .45 0 . 0 20 . 7 Vel = 0 . 67 3 . 17 2 . 157 12 . 95 20 . 7 20 .7 B2 C=120 0 . 00 -0 .2 0 . 0 See PATH 13 6 .53 0 . 000 12 .95 0 . 0 20 . 7 Vel = 0. 58 4 .26 2 . 157 9 . 83 20 . 5 20 . 5 B3 C=120 0 . 00 -0 .2 0 . 0 See PATH 12 10 . 80 0 . 001 9.83 0 . 0 20 .5 Vel = 0. 96 5 . 65 2 . 157 10 .54 20 .3 20.3 B4 C=120 0.00 -0 .2 0 . 0 See PATH 11 16 .45 0 . 003 10.54 0 . 0 20 .3 Vel = 1.46 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i STILLAGUAMISH COUNSELING CENTER Drawing Date: 06125108 7/I7/08 7:37 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF lICTI TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE A4 TO A7 CONTINUED 8 .11 2 .157 3E 7. 16 20 .2 20 .2 B5 C=120 1T 30 . 77 0 .5 0.0 See PATH 10 24 .56 0 . 006 37. 92 0 .2 20 .2 Vel = 2. 18 A7 24 .56 20 . 9 K = 5.38 PATH 8 FROM HYDRAULIC REFERENCE A5 TO D1 7.68 1.442 2T 76.43 17 .8 17.8 A5 C=120 14 . 86 0 . 0 0. 0 See PATH 1 7 . 68 0. 005 91.29 0 .4 17.8 Vel = 1.52 D1 7 . 68 18 .2 K = 1. 80 PATH 9 FROM HYDRAULIC REFERENCE A6 TO C5 4 . 00 1.442 2T 76.43 18 .2 18 .2 A6 C=120 14 . 86 0 . 0 0. 0 See PATH 1 4 . 00 0. 001 91.29 0 .1 18.2 Vel = 0 . 79 C5 4 . 00 18 .3 K - 0. 94 PATH 10 FROM HYDRAULIC REFERENCE C4 TO B5 8 . 11 1.442 2T 76.43 19 . 7 19. 7 C4 C=120 14 . 86 0 . 0 0. 0 See PATH 7 8 . 11 0. 005 91.29 0 .5 19.7 Vel = 1. 61 B5 8 . 11 20 .2 K = 1. 80 PATH 11 FROM HYDRAULIC REFERENCE C3 TO B4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) STILLAGUAMISR COUNSELING CENTER Drawing Date:06125108 7/17/08 7:37 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 11 FROM HYDRAULIC REFERENCE C3 TO B4 CONTINUED 5 .65 1.442 2T 76 .43 20 . 1 20 . 1 C3 C=120 14 . 86 0 . 0 0 . 0 See PATH 7 5 . 65 0 . 003 91.29 0 .2 20 . 1 Vel = 1. 12 B4 5 .65 20 .3 K = 1.25 PATH 12 FROM HYDRAULIC REFERENCE C2 TO B3 4 .26 1.442 1T 16.28 20 .4 20 .4 C2 C=120 7 .43 0 .0 0 . 0 See PATH 7 4 .26 0 . 002 23 . 71 0 . 0 20 .4 Vel = 0. 85 1.442 1T 60 .15 20 .4 20 .4 50 C=120 7 .43 -0 . 0 0 . 0 4 .26 0 . 002 67 .58 0 . 1 20 .4 Vel = 0. 85 B3 4 .26 20 . 5 K = 0. 94 PATH 13 FROM HYDRAULIC REFERENCE Cl TO B2 3 .17 1.442 1T 22 . 81 20 .6 20 . 6 Cl C=120 7.43 0 .2 0 . 0 See PATH 7 3 .17 0 . 001 30 .24 0 .0 20 . 6 Vel = 0. 63 1.442 9. 25 20 . 8 20 . 8 41 C=120 0 . 00 0 . 0 0 . 0 3 . 17 0. 001 9.25 0 . 0 20 . 8 Vel = 0. 63 1.442 9 . 87 20 . 8 20 . 8 40 C=120 0 . 00 0 . 0 0 . 0 3 . 17 0. 001 9. 87 0 . 0 20 . 8 Vel = 0. 63 1.442 11. 66 20 .8 20 .8 39 C=120 0 . 00 0 . 0 0. 0 3 . 17 0 . 001 11. 66 0 . 0 20 . 8 Vel = 0. 63 UNITS DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i STILLAGOAMISR COUNSELING CENTER Drawing Date: 06/25/08 7/17/08 7:37 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 13 FROM HYDRAULIC REFERENCE Cl TO B2 CONTINUED 1.442 1T 31.77 20 . 8 20. 8 38 C=120 7.43 0 . 0 0 .0 3 .17 0 . 001 39.20 0 . 0 20.8 Vel = 0 . 63 2 . 157 8 . 93 20. 9 20.9 B1 C=120 0. 00 -0.2 0. 0 3 .17 0 . 000 8 . 93 0. 0 20 . 9 Vel = 0. 28 B2 3 .17 20 . 7 K = 0. 70 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) i 0 uO as orn 00 0 T W O O CC co a a cn fn arnrnaa T co NLM ^' ^(n oW ` ocn LL EE > w cn _ LO >, >,co M acncncom E w .� a Z aarn = � oo m 0) NM In 06 Z M a) N J � a) a a a �- a j o U , `— } � 3 `CU 'D (nofU- OJ O N w I— Z w U (� o Z o J N w in Z — -L E O m o 2wQ OLO U) Z N � CZ cu U ( o QU)0 � a o J Z 0 J -J E Ch n T Q LL O O O O O O O I;T 04 0 00 C0 N t ' CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20080286 BUILDING PERMIT Project Address: 17014 59TH AVE NE, ARLINGTON Parcel No: 31052700202100 PROPERTV OWNER APPLICANT CONTRACTOR STILLAGUAMISH TRIBE OF INDIANS STILLAGUAMISH TRIBE BEHAVIORAL STILLAGUAMISH TRIBE OF INDIANS 3310 SMOKEY POINT DR HEALTH 3310 SMOKEY POINT DR ARLINGTON,WA 98223-7719 3310 SMOKEY POINT DR ARLINGTON,WA 9 8223-77 1 9 ARLINGTON,WA 98223-7719 Phone:360 652-7362 Phone:360 652-7362 LICENSE#: EXP: Email: 'mckenzie a banksavcrs.or Email:imckenzic u,banksavers.org PLUMBING • ' •R MECHANICAL CONTRACTOR Lac#- LxI2. Lic# Lx • i DESCRIPTION SIGNS, 1.30"x 70" 14.6 sq.ft. 2.42"x 48". 14 sq.ft. 28.6 sq.ft.total VALUATION: $592 PERMIT TYPE:Commercial IPERMIT GROUP:Sign NUMBER OF STORIES:0 TYPE OF CONSTRUCTION: NUMBER OF DWELLING UNITS:0 OCCUPANT GROUP: CODE:2006 OCCUPANT LOAD: I EXISTING AREA PROPOSED AREA BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1 ST FLOOR:0 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 FRONT SETBACK SIDE REQUIRED: PROPOSED: IRE UIRED: PROPOSED: I REQUIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: PERMITAPPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. 4 " �-7�s /'l"'r / /ye" a off' Signaturb Print Name DAle I Releas By D6te ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED,UBC109/IBC110/IRCl10. ARCHIVE Q APPLICANT =ASSESSOR Q OTHER _ �; ..� � I L w F� 1• � ■ � BLD20080286 CONDITIONS • None PERMITFEES Description Fee Amount Paid Balance lhic C-Building Permit Fee $48.60 ($48.60) $0.00 C-State Building Code Surcharge $4.50 ($4.50) $0.00 Total Due: $53.10 ($53.10) $0.00 INSPECTIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. 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